Central/2015 - scr.indianrailways.gov.in filebuildings in SSE/Works/TEL section. SW - V - BZA - VSKP...

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Tender No.15/Central/2015

Contractor Sr.DEN/Central/BZA

of 82 BZA Divn., SCR, T.No.15/Central/2015 invited vide Open Tender No.DRM/Works/BZA/18/2015 dt.19.10.2015, date of opening on 25.11.2015 for the work of :- SW - I - Repairs to staff quarters at EE, NZD,BMD and VAT stations under ADEN/EE sub division.SW - II - Repairs to staff quarters at BPP,CLX, VTM and CJM stations in SSE/Works/BPP Section. SW - III - Provision of vaccum de watered concrete surface on PF.No.1 at Eluru station..(LSWP Project IDNo.11.06.53.15.4.55.003 of 2015 -16.). SW - IV - Repairs of service buildings in SSE/Works/TEL section. SW - V - BZA - VSKP Section - GALA - Construction of SS Room at GALA station. SW - VI - BZA - VSKP Section - GALA - Construction of S&T related rooms at Gunadala station.

भारत सरकार / Government of India

रेऱ मतं्राऱय / Ministry of Railways

दक्षिण मध्य रेऱवे / South Central Railway

ववजयवाडा मडंऱ / Vijayawada Division

मडंऱ रेऱ प्रबन्धक का कायााऱय

Office of the Divisional Railway Manager

काया शाखा / Works Branch

ववजयवाडा / Vijayawada.

No. B/W.496/I/4/T No.15/Central/2015/T-II Dt. 18 .12.2015

To Sri T. Srinu, Railway Contractor,

Maruthi Pride, Ground Floor, Flat No. G.3, Vandanapuri Colony,

Beeramguda, Patancheru Mdl. Medak dist. Hyderabad. PIN 502032

Sub: Tender No.15/Central/2015 – for the work “SW - I - Repairs to staff quarters at EE, NZD,BMD

and VAT stations under ADEN/EE sub division.SW - II - Repairs to staff quarters at

BPP,CLX, VTM and CJM stations in SSE/Works/BPP Section. SW - III - Provision of

vaccum dewatered concrete surface on PF.No.1 at Eluru station. SW - IV - Repairs of service

buildings in SSE/Works/TEL section. SW - V - BZA - VSKP Section - GALA -

Construction of SS Room at GALA station. SW - VI - BZA - VSKP Section - GALA -

Construction of S&T related rooms at Gunadala station.”- Issue of Letter of Acceptance – Reg Ref: Your offer in above tender submitted on 25.11.2015 valid upto 22.02.2016.

*** 1. The competent authority has accepted your offer in the above said tender at the following rates quoted by you:

Schedule „A‟

USSR-2010 (+)34% Plus Thirty four percent.

Schedule „A1‟

USSR-2010 (+)24% Plus Twenty four percent.

Schedule „A2‟

USSR-2010 (+)20% Plus Twenty percent.

Schedule „B‟

N.S. Items At Par AT PAR

For a total value of Rs. 3,94,25,135/- (Rupees three crores, ninety four lakhs, twenty

five thousand, one hundred and thirty five) only.

2. The work should be completed within 11 Months from the date of issue of letter of acceptance of tender. Maintenance period of six Months. 3. The sum of Rs 3,00,000/- submitted vide DD No. 168296 dt 24.11.2015 issued by South Indian Bank, Hyderabad, towards EMD has been adjusted as part amount of the security deposit. The balance security deposit of Rs. 16,71,257/- shall be recovered at 10% of the bill amount till the full security deposit of Rs. 19,71,257/- is recovered.

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4. In terms of special conditions of the contract, you shall furnish a performance guarantee either in the form of irrevocable Bank guarantee (Proforma enclosed) amounting to 5% of the contract value i.e., Rs. 19,71,257/- or in any form as mentioned in special conditions of contract provided in the tender document vide clause 9 (b) before signing of the agreement. The performance guarantee should be valid up to the period of physical completion of the work plus 60 days beyond that. You shall have to submit a Performance Guarantee (PG) within 30 (thirty) days from the date of issue of Letter of Acceptance (excluding date of issue of Letter of Acceptance). Extension of time for submission of PG beyond 30(thirty) days and up to 60 days from the date of issue of LOA (excluding date of issue of Letter of Acceptance) may be given by the Authority who is competent to sign the contract agreement. However, a penal interest of 15% per annum shall be charged for the delay beyond 30 (thirty) days, i.e., from 31st day after the date of issue of LOA. In case the contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA, the contract shall be terminated duly forfeiting EMD and other dues, if any payable against that contract. You shall be debarred from participating in re-tender for that work. Performance guarantee shall be released after satisfactory completion of the work based on “completion certificate” issued by competent authority. For failure to submit performance guarantee as above and sign the agreement within the stipulated time, action will be taken under relevant clauses of tender conditions/General conditions of the contract. 5. Until a formal agreement is executed, acceptance of the Tender shall constitute a binding contract between you and the administration. 6. You have to abide by the contract labour regulations and Abolition Act 1970) and rules, regulations and amendments thereto that may be followed from time to time are binding on you in respect of this contract. You have to submit the application in the prescribed form (Form-V) in triplicate for license under contract labour (Regulation and abolition) Act for 20 or more workers and under BOCW Act for less than 20 workers together with the demand draft towards security deposit and license fee to the undersigned to forward the same to the concerned Licensing Officer for issue of the license irrespective of the number of labour employed for the work. The work should not be executed without a valid labour license. 7. Failure to start the work within ten days, the contractor is liable for penal action as per clause 62 of the General conditions of contract.

Encl: Schedule with conditions and the bank guarantee Pro-forma

Yours faithfully

(Srinivas Malladi) Sr.Divisional Engineer/Central

S.C.Railway, Vijayawada. For and on behalf of the President of India Copy to: 1) Sr DFM/BZA (2) ADEN/ BPP & (3) SSE/works/BPP, TEL & EE (4) Ch.OS/WA-Central (5) SSE/Drawing/bldgs (7) Asst Labour Commissioner (Central) Vijayawada for kind information..

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South Central Railway Vijayawada Division

Tender No. 15/Central/2015

Name of

work

SW - I - Repairs to staff quarters at EE, NZD,BMD and VAT stations

under ADEN/EE sub division.SW - II - Repairs to staff quarters at

BPP,CLX, VTM and CJM stations in SSE/Works/BPP Section. SW - III -

Provision of vaccum de watered concrete surface on PF.No.1 at Eluru

station..(LSWP Project IDNo.11.06.53.15.4.55.003 of 2015 -16.). SW -

IV - Repairs of service buildings in SSE/Works/TEL section. SW - V -

BZA - VSKP Section - GALA - Construction of SS Room at GALA

station. SW - VI - BZA - VSKP Section - GALA - Construction of S&T

related rooms at Gunadala station.

Similar

Nature of

work:-

Any building works including repairs irrespective of number of floors

involved.

Sl.

No Sanctioned Est. & dt. Allocation

Amount

Rs.

1 B/W.405/I/241/Plg, dt. 17.07.2015 11- 511 -32 86,15,042/-

2 B/W.405/I/244/Plg, dt. 20.08.2015 11-511 -32 93,51,656/-

3 B/W.375/V/1283/Plg, dt. 08 - 09 -2015 23-53-62-03 71,99,474/-

4 B/W.375/V/1284/Plg, dt. 15 - 09 -2015 04 - 420 -32 24,86,536/-

5 AFX//BZA/E01/02187 dt 07.10.2015 43-1673-03 11,98,857/-

6 A/CN/FX/S&T/E/257 dt 11.06..2014 43-1673-03 9,98,432/-

(Approximate value of tender arrived by the addition of "at par” value of USSR items enhanced with certain estimated percentage and value of the NS items at the basic rates adopted in schedule.)

Approx. Cash value: Rs. 3,94,25,135/-

Period of completion 11 Months

Maintenance period 06 Months

Name of the

Tenderer/

Contractor

T. Srinu, Railway Contractor, Maruthi Pride, Ground Floor, Flat

No. G.3, Vandanapuri Colony, Beeramguda, Patancheru Mdl.

Medak dist. Hyderabad. PIN 502032

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SCHEDULE - A List of items of works that are covered in Indian Railways Unified SSR 2010

Sl. No.

SSR No.

Description of work

SW-I Qty

SW-II Qty

SW-III Qty

SW-IV Qty

SW- V Qty

SW- VI Qty

Total Qty

Rate Rs.

Unit Amount

Rs.

1 183010 Dismantling cement concrete / terrazzo flooring and/or underlayer excluding base concrete

2471.89 0 827.50 0 0 0 3,299.39 18.37 Sqm 60610

2 181022

Demolishing plain cement concrete including disposal of material within 50m leadMix leaner than 1:2:4 with coarse aggregate larger than 20mm

488.79 0 0 6 0 0 494.79 314.85 Cum 155785

3 182013

Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50m leadIn cement mortar

59.99 0 4.554 0 0 0 64.54 431.31 Cum 27838

4 184082 Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50m lead ofAsbestos sheet

219 0 0 0 0 0 219.00 16.57 Sqm 3629

5 185010

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts in CC or masonry etc. complete and stacking within 50m lead

320 200 0 19 0 0 539.00 106.53 Each 57420

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6 095012

Providing and fixing Ist quality ceramic tiles conforming to Group B-III (Ceramic Wall Tiles) of IS:15622 of manufacturers approved by railway in all colours, shades, and design as approved by the Engineer-in-Charge in skirting, risers of steps and dado over 12mm thick bed of cement mortar 1:3 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade complete200x300 mm

1699.8 1728 0 144 9.72 30 3,611.52 528.39 Sqm 1908291

7 095021

Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-Charge in floors and landings over 20mm thick bed of cement mortar 1:4 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade completeOf Group B-II Clause 5.1 (for abrasion resistance) ofIS:15622 (Ceramic Floor Tiles) of size 300x300mm

2424.85 0 0 0 0 0 2,424.85 477.57 Sqm 1158036

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8 078130

Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitered at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge

465 150 0 0 5 0 620.00 387.59 metre 240306

9 078140

Providing and fixing to existing door frames 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers. M.S. frame covered with 5mm thick heat moulded PVC Foam sheet „C channel as per drawing given in IR Standard Specifications complete in all respect

146.25

0 0 2 0 148.25 2138.27 Metre 316999

10 151122

Providing and fixing white, vitreous china water closet squatting pan (Indian type)Orissa pattern W.C. pan of size 580x440mm

100 0 0 0 0 0 100.00 1240.18 Each 124018

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11 051018

Brick work with non-modular (FPS) bricks of class designation 7.5 in foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand)

170.02 0 29.518 0 25 1.35 225.43 2277.09 Cum 513320

12 051040 Extra over item 051010 & 051020 for brick work in superstructure beyond plinth level upto floor two level :

170.02 172.8 0 41 8 48 439.05 166.76 Cum 73216

13 051182

Half brick masonry with bricks of class designation 7.5 in foundations and plinth in :Cement mortar 1:4 (1 Cement : 4 coarse sand)

247.2 0 0 0 0 18 265.20 272.84 Sqm 72357

14 051190 Extra for half Brick masonry in superstructure above plinth level upto floor two level

247.2 0 0 0 0 18 265.20 46.13 Sqm 12234

15 057104

Add or deduct from rates of brickwork when the bricks specified or permitted to be used by Engineer are of Class designation other than 7.5Deduct for Class designation 3.5

170.02 435 29.518 41 32.04 49.08 756.96 -655.33 Cum -496057

16 111021

15 mm cement plaster on the rough side of single or half brick wall of mix -1:4 (1cement: 4 fine sand)

247.2 0 0 53.8 0 0 301.00 77.02 Sqm 23183

17 111012 12 mm cement plaster of mix -1:6 (1cement: 6fine sand)

1274.16 0 0 0 179 440.06 1,893.00 67.02 Sqm 126869

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18 092014

Cement concrete flooring 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete75mm thick with 20mm nominal size stone aggregate

2392.69 0 0 0 0 0 2,392.69 216.09 Sqm 517036

19 032081

Providing Precast plain cement concrete jali 1:2:4 (1 cement : 2 sand : 4 stone chips 12.5mm nominal size) including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of centering, shuttering and finishing complete including the cost of cement and of plastering of jambs, sills and soffits.40mm thick

54 0 108 0 0 0 162.00 167.35 Sqm 27111

20 117082

Oil bound distemper after removing old white/colour wash by scrapping and sand papering etc., preparing the surface smooth including necessary repairs to scratches with putty etc completeOne or more coat, to give an even shade

5000 0 0 0 0 0 5,000 45.46 Sqm 227300

21 162275

Tecoma gaudichaudi of height 30-45 cm in earthen pots of size 20 cm

1000 0 0 0 0 0 1,000 18.58 Each 18580

22 162210 Bougainvillea (named variety, bushy plant full bloom) of height 45-60 cm in cement pots of size 30cm

1000 0 0 0 0 0 1,000 47.62 Each 47620

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23 043014

Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement mortar 1:3 (1 cement : 3 coarse sand) and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge.In Shelves, cantilevers, chajjas, sunshades etc.

2.25 0 0 0 0 0 2.25 3770.47 Cum 8484

24 259281 Supply of Epoxy Items :Magnesium poly phosphate based concrete fast repair epoxy

100 0 0 0 0 0 100.00 701.5 Kg 70150

25 152010

Providing and fixing white, glazed fire clay kitchen sink of size 600x450x250mm kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40mm C.P. brass waste compete, including painting the fittings and brackets, cutting and making good the walls wherever required

40 0 0 0 0 0 40.00 2729.21 Each 109168

10




26 013140

Removal of excavated/slip earth/ debris/ malba from the site of works to any other place outside Railway land/premises, including all excavations, handling, re- handling, loading, unloading and leading, etc. all labour and material as a complete job. Removal of Earth (all kinds of soils)/ROCKS, BOULDERS including mud/slush, slipped earth in catch water drains, side drains, over berms in cutting, water way of bridges, over coping of toe/breast/retaining walls etc. including crossing of nallah, railway tracks, making/repairing approach roads if required, all lead, lift, ascent, descents, or any other obstruction. Earth spoils to be dumped outside the cutting or railway embankments as per direction of Engineer in charge

1000 0 0 0 0 0 1,000.00 74.36 Cum 74360

27 131133

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work – Exposed on wall 25 mm dia. nominal bore

200 0 0 0 25 0 225.00 207.78 metre 46751

28 131132


200 0 0 0 20 0 220.00 152.67 metre 33587

11




29 131131


200 0 0 0 30 0 230.00 124.61 metre 28660

30 132042

Providing and fixing ball valve (brass) of approved quality complete high or low pressure with plastic floats complete :20 mm nominal bore

50 0 0 0 4 0 54.00 414.3 Each 22372

31 132011 Providing and fixing brass bib cock of approved quality

100 0 0 15 4 0 119.00 119.7 Each 14244

32 071011

Providing wood work in frames of doors, windows, clerestory windows and other frames and trusses, wrought, framed and fixed in position :Second class teak wood

13080 10750 0 0 606 607 25,042.6

0 69.49 Cudm 1740210

33 072012

Providing and fixing panelled/glazed or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked black enamelled M.S. butt hinges with necessary screws excluding, panelling/glazing which will be paid for separately Second class teak wood, 30mm thick

280.8 860 0 0 14.16 16.88 1,171.84 1597.17 Sqm 1871628

12




34 072021

Providing and fixing panelling/glazing or panelling and glazing in panelled/ glazed or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling/glazing for panelled/ glazed or panelled and glazed shutters 25mm to 40mm thickSecond class teak wood.15mm thick

280.8 0 0 0 0 16.88 297.68 1427.28 Sqm 424873

35 074280

Providing 40x5mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1cement: 3coarse sand: 6graded stone aggregate 20mm nominal size)

1080 0 0 0 0 0 1,080.00 70.65 Each 76302

36 075051

Providing and fixing M.S. sliding door bolts generally conforming to IS: 281, bright satin finish or black stone enamelled with nuts and screws etc. complete of size 300x16 mm

300 400 0 0 0 0 700.00 137.06 Each 95942

37 075072 Providing and fixing M.S. door handles with necessary screws etc. complete.100mm

300

0 0 0 0 300.00 13.05 Each 3915

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240 0 0 0 4 8 252.00 9.52 Each 2399

39 075084 Providing and fixing MS hooks and eyes150mm

240 0 0 0 40 40 320.00 8.71 Each 2787

40 078034

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete150x10mm

300 0 0 10 20 20 350.00 35.54 Each 12439

41 078035

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete100x10mm

480 0 0 20 40 40 580.00 27.21 Sqm 15782

42 121020

Painting wood work with Deluxe Multi Surfaces Paint of required shade. Two or more coat applied @ 0.90ltr/ 10sqm over an under coat of primer, applied @ 0.75ltr/ 10sqm of approved brand or manufacture

1116.96 1075 0 0 0 0 2,191.96 66.45 Sqm 145656

43 121030

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coats applied @ 0.90ltr/ 10sqm over an under coat of primer applied @ 0.80ltr/ 10sqm of approved brand or manufacture

172.8 0 0 0 27 13.5 213.30 69.35 Sqm 14792

14




44 074261

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using galvanized M.S. wire gauge with average width of aperture 1.4mm in both directions with wire of dia 0.63mmWith 2nd class teak wood beading 50x20mm

429.6 225 0 0 20 8 682.82 568.51 Sqm 388190

45 074311

Providing and fixing float glass panes with 12mm wooden beading including removal of old broken panes and old wooden beading wherever necessaryFloat Glass panes 4mm thick (10Kgs/Sqm)

27

0 0 0 0 27.00 568.71 Sqm 15355

46 072092

Providing and fixing wire gauge shutter using galvanized M.S. wire gauge of average width of aperture 1.4mm with wire of dia 0.63mm for doors, windows and clerestory windows including ISI marked bright finished or black enamelled M.S. butt hinges with necessary screws2nd class teak wood 30mm thick

85.5 0 0 0 0 0 85.50 1892.17 Sqm 161781

15




47 099035

Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias, dados and skirtings and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing. etc. complete at all levelsGranite Black. Area of slab over 1.0 Sqm but upto 2.0 Sqm or larger

150 0 0 0 0 0 150.00 2501.67 Sqm 375251

48 102010

Providing and fixing asbestos cement 6 mm thick corrugated / semi corrugated sheet roofing upto any pitch and fixing with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. plain and bitumen washers complete excluding the cost of purlins, rafters and trusses

216 800 0 0 0 0 1,016.00 222.89 Sqm 226456

49 181030

Demolishing R.C.C. work including cutting and stacking of steel bars and disposal of unserviceable material within 50m lead. (Extra payment for scraping, cleaning and straightening of bars to be made separately)

14.4 0 0 0 0 0 14.40 744.82 Cum 10725

16




50 111152 Cement plaster to ceiling of mix -12 mm thick 1:3 (1cement: 3 fine sand)

360 0 0 0 0 0 360.00 70.65 Sqm 25434

51 105142

Providing and fixing APP (Atactic Polypropylene polymer) modified prefabricated five layer water proofing membrane of specified thickness, black finished reinforced with glass fibre matt over a coat of bitumen primer for bitumen membrane @ 0.40litre/sqm by the same membrane manufacturer of density at 25oC, 0.87- 0.89kg/ litre and viscosity 70- 160cps3mm thick

250 0 0 0 0 0 250.00 279.93 Sqm 69983

52 011011

Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications-inAll kinds of soils

0 750 0 60 47.90 0 857.90 100.28 cum 86030

17




53 031011

Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - All works upto Plinth level :1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size)

0 45 0 0 0 0 45.00 2085.21 cum 93834

54 031012

Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - All works upto Plinth level :1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size)

0 15 346.05 22.5 5.98 2 391.53 1865.68 cum 730470

55 092030 Cement concrete pavement with 1:2:4 (1cement:2coarse sand: 4graded stone aggregate 20mm nominal size) complete

0 90 0 0 0 0 90.00 2575.3 cum 231777

56 '032020

Providing and fixing precast M 15 grade cement concrete in string or lacing courses, coping, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, etc. upto floor two level, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required shuttering, centering complete - excluding the cost of cement. (cast at site)

0 30 0 0 0 0 30.00 2483.7 cum 74511

18




57 141011

Providing, laying and jointing glazed stoneware pipes grade „A‟ as per IS:651 including bends etc. with stiff mixture of cement mortar in the proportion of 1:1 (1cement : 1fine sand) including testing of joints etc. complete100mm diameter

0 125 0 0 0 0 125.00 139.31 metre 17414

58 141012


0 375 200 0 20 0 595.00 205.15 metre 122064

59 141013


0 375 0 0 0 0 375.00 317.16 metre 118935

60 032051

Providing and laying cement concrete 1:2:4 in damp-proof course (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size - excluding the cost of cement and including providing, fixing and removal of forms.25mm thick.

0 1200 0 0 0 0 1,200.00 111.33 sqm 133596

19




61 032060 Extra for providing and mixing water proofing material of brand approved by railway, if not included in relevant item.

0 96 0 0 0 0 96.00 104.54

per 50 kg

of ceme

nt

10036

62 051017

Brick work with non-modular (FPS) bricks of class designation 7.5 in foundation and plinth in :Cement mortar 1:4 (1 cement : 4 coarse sand)

0 348.9 0 41 0 0 389.90 2277.09 cum 887837

63 051023 Brick work with modular bricks of class designation 7.5 in foundation and plinth in :Cement Mortar 1:6 (1 cement : 6 fine sand)

0 86.4 0 0 0 0 86.40 1956.49 cum 169041

64 182070

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster/pointing including disposal of rubbish within 50m lead

0 75 0 0 0 0 75.00 11.31 sqm 848

65 111022 15 mm cement plaster on the rough side of single or half brick wall of mix -1:6 (1cement: 6 fine sand)

0 1750 0 0 0 0 1,750.00 77.03 sqm 134803

66 111032 20 mm cement plaster of mix -1:6 (1cement: 6fine sand)

0 1728 0 0 0 0 1,728.00 90.42 sqm 156246

20




67 095022

Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-Charge in floors and landings over 20mm thick bed of cement mortar 1:4 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade completeOf Group B-II Clause 5.1 (for abrasion resistance) of IS:15622 (Ceramic Floor Tiles) of size 400x400mm and above

0 3200 0 0 2 99 3,300.80 513.29 sqm 1694268

68 072122

Extra for providing ISI marked stainless steel butt hinges instead of black enamelled M.S. butt hinges with necessary screws. (Shutter area to be measured)For 30mm thick shutters

0 860 0 0 0 0 860.00 88.02 sqm 75697

69 072152

Providing and fixing flush door shutters to IS: 2202 Part-I non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3ply veneering with vertical grains or cross bands and face veneers on both faces of shutters30mm thick including ISI marked stainless steel butt hinges with necessary screws

0 20 0 0 0 0 20.00 1038.69 sqm 20774

21




70 072160 Extra for providing and fixing flush doors with teak veneering on one side in item No.072150

0 20 0 0 0 0 20.00 351.93 sqm 7039

71 074232

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all completeFixed to opening/ wooden frames with rawl plugs screws etc.

0 3000 0 0 0 180 3,180.00 74.63 kg 237323

72 075061

Providing and fixing M.S. tower bolts generally conforming to IS:204 (Part I) with necessary screws etc. complete of size.250x10 mm

0 2200 0 0 0 0 2,200.00 40.06 each 88132

73 075063

Providing and fixing M.S. tower bolts generally conforming to IS:204 (Part I) with necessary screws etc. complete of size.150x10 mm

0 600

0 0 0 600.00 26.99 each 16194


0 400

0 0 0 400.00 16.54 each 6616

75 075082 Providing and fixing MS hooks and eyes250mm

0 900

0 0 0 900.00 11.15 each 10035

22




76 078150

Providing and fixing to existing door frames 30mm thick factory made solid both side prelaminated panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and15x15mm, top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded prelaminated PVC Foam Sheet „C channel as per drawing given in IR Standard Specifications complete in all respect

0 100

0 0 0 100.00 2608.68 sqm 260868

77 183062

Dismantling including stacking of serviceable material and disposal of unserviceable material within 50m leadBituminous top layer of road

0 0 3292.3 0 0 0 3,292.30 90.91 Sqm 299303

78 183020

Dismantling tile work in floors/dado/skirting laid in cement mortar/ chemical mortar/synthetic adhesive including stacking material within 50m lead

0 0 142.55 164.7 0 0 307.25 24.32 Sqm 7472

23




79 021090

Leading ballast, kankar, brickbats, stone-chips, shingle, stone boulders, block kankar, pitching stones, rubble stones, laterite, coal, surkhi, dry mortar, sand, moorum, earth, manure or sludge, ashes, lime, debris, muck, malba, etc. for lead upto 25 km. Note : Lead under this item is payable when the same exceeds 500m.

0 0 4262.35 46.97 0 0 4,309.32 59.54 Cum 256577

80 092061

Providing and laying plain cement concrete flooring of specified thickness with mix design concrete over firm, well prepared and well compacted bed including provision of designed expansion joint & finishing manually or mechanical trowel ling & vacuum dewatering complete.Expansion joint to be paid for separately.M-20

676.05

676.05 2824.89 Cum 1909767

81 032032

Providing and fixing at or near ground level, Precast M 20 grade cement concrete as per approved design and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering and shuttering complete but excluding the cost of cement.(cast at site)in ash pit stones, platform coping stones etc.

40.5

40.50 2834.53 Cum 114798

24




82 047030

Providing and filling in position bitumen mix filler of proportion 80kg of hot bitumen, 1kg of cement and 0.25cum of coarse sand for expansion joints.

48

48.00 169.91

per cm depth/cm width/100m length

8156

83 042014

Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers

0 0 264 0 27 100 390.88 199.23 Sqm 77875

84 094061

Providing & fixing Precast Chequered tiles conforming to IS:13801:1993, manufactured under mechanical vibration & hydraulic pressing machine in double layer; top layer of 10 to 12 mm thickness of Dolomite Powder, graded chips, fibre and UV stabilised iron oxide Lanexess colour and bottom layer of 1:3 CC mixed with galvanised steel fibre of approved quality, jointed with neat cement slurry mixed with pigment to match shade of tiles including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 of sizes :250mm x 250mm x 25mm thick

0 0 1512 0 0 0 1,512.00 478.93 Sqm 724142

25




85 095011

Providing and fixing Ist quality ceramic tiles conforming to Group B-III (Ceramic Wall Tiles) of IS:15622 of manufacturers approved by railway in all colours, shades, and design as approved by the Engineer-in-Charge in skirting, risers of steps and dado over 12mm thick bed of cement mortar 1:3 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade complete200x200 mm

0 0 148.425 0 0 0 148.43 528.43 Sqm 78432

86 011012

Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications-inOrdinary Rock (Not requiring blasting)

0 0 175.025 0 0 0 175.03 292.78 Cum 51244

87 131156

Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work50 mm dia. nominal bore

0 0 300 0 0 0 300.00 335.65 metre 100695

26




88 131153

Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work 25 mm dia. nominal bore

0 0 851 0 0 0 851.00 196.18 metre 166949

89 099175

Providing and fixing 18mm thick mirror polished, machine cut for floors and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing etc. complete at all levelsGranite Pink. Area of slab over 1.0 Sqm but upto 2.0 Sqm Or larger

0 0 126.6 0 28.06 0 154.66 1961.48 Sqm 303362

90 096121

Providing flag stone (Neemuch, Shahabad, Kota, etc) flooring unpolished over 20mm (average) thick 1:4 cement mortar (1cement:4coarse sand) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab complete including cement sand pointing 1:2 with pigment and cleaning etc complete25mm thick

0 0 1060.8 0 0 0 1,060.80 856.67 Sqm 908756

91 181021

Demolishing plain cement concrete including disposal of material within 50m lead 1:2:4 or richer mix with max. 20 mm coarse aggregate

0 0 0 24 0 0 24.00 510.54 cum 12253

27




92 182,013

Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50m lead In cement mortar

0 0 0 16.97 0 0 16.97 431.31 cum 7319

93 182070

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster/pointing including disposal of rubbish within 50m lead

0 0 0 326.14 0 0 326.14 11.31 Sqm 3689

94 021070

Loading/Unloading ballast, kankar, brickbats, stone- chips, shingle, stone boulders, block kankar, pitching stones , rubble stones, laterite, coal, surkhi, dry mortar, sand , moorum, earth, manure or sludge, ashes, lime etc., including lead up to 50m and stacking into/from trucks, trailors or wagons

0 0 0 46.97 0 0 46.97 46.62 Cum 2190

95 021080

Leading ballast, kankar, surkhi, lime, sand, ashes, stone- chips, pitching, stone, boulders, soling, stone, rubble stone, brickbats, shingle, dry mortar, laterite or similar materials including picking up and stacking, lead upto 50m

0 0 0 46.97 0 0 46.97 110.87 Cum 5208

96 012050 Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete

0 0 0 30 36.48 0 66.48 615.03 cum 40887

28




97 092012

Cement concrete flooring 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete 40mm thick with 20mm nominal size stone aggregate

0 0 0 84 0 0 84.00 136.90 Sqm 11500

98 031023

Providing and laying cement concrete, up to plinth in retaining walls, walls (any thickness) including attached plasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc, excluding the cost of cement and of shuttering, centering. 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size)

0 0 0 30 3.91 0 33.91 2,309.45 cum 78313

99 096063

Kota stone slab flooring of size up to 30x30cm over 20mm (average) thick base of 1:4 cement mortar (1cement: 4coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete 30mm thick

0 0 0 101.52 0 0 101.52 856.02 Sqm 86903

29




100 094062

Providing & fixing Precast Chequered tiles conforming to IS:13801:1993, manufactured under mechanical vibration & hydraulic pressing machine in double layer; top layer of 10 to 12 mm thickness of Dolomite Powder, graded chips, fibre and UV stabilised iron oxide Lanexess colour and bottom layer of 1:3 CC mixed with galvanised steel fibre of approved quality, jointed with neat cement slurry mixed with pigment to match shade of tiles including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 of sizes : 300mm x 300mm x 30mm thick

0 0 0 765 0 0 765.00 574.75 Sqm 439684

101 099034

Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias, dados and skirtings and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing. etc. complete at all levels Granite Black. Area of slab over 0.5 Sqm but upto 1.0 Sqm

0 0 0 34 0 0 34.00 2,499.87 Sqm 84996

30




102 099044

Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias, dados and skirtings and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing. etc .complete at all levels Granite Pink. Area of slab over 0.5 Sqm but upto 1.0

0 0 0 22 0 0 22.00 2,152.29 Sqm 47350

103 099062

Extra for providing edge moulding to 16mm to 20mm thick marble/granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by the Engineer-in-Charge Granite work

0 0 0 54.4 0 0 54.40 119.14 metre 6481

104 072141

Providing and fixing to IS: 2202 Part-1 marked flush door shutter decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35mm thick including ISI marked stainless steel butt hinges with necessary screws

0 0 0 19.36 0 0 19.36 1,654.28 Sqm 32027

31




105 078022

Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete250x16mm

0 0 0 20 0 0 20.00 84.29 Each 1686

106 078061

Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete125mm

0 0 0 20 0 0 20.00 17.85 Each 357

107 078062

Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete100 mm

0 0 0 20 0 0 20.00 15.42 Each 308

32




108 082011

Providing and fixing anodised aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS:733 and IS:1285, anodised transparent or dyed to required shade according to IS:1868 (Minimum anodic coating of grade AC 15), ... Contd. -... Contd. -- fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle. Aluminium snap beading for glazing/ panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately)For fixed portion

0 0 0 218 0 0 218.00 345.16 Kg 75245

33




109 082012

Providing and fixing anodised aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS:733 and IS:1285, anodised transparent or dyed to required shade according to IS:1868 (Minimum anodic coating of grade AC 15), ... Contd. -... Contd. -- fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle. Aluminium snap beading for glazing/ panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately)For openable/sliding portions and fixing hinges / pivots, PVC/ neoprene gasket required and making provision for fixing of fittings. (Fittings shall be paid for separately)

0 0 0 130 0 0 130.00 353.19 Kg 45915

34




110 082022

Providing and fixing 12mm thick prelaminated three layer medium density (exterior grade) particle board Grade I, Type II conforming to IS: 12823 bonded with phenol formaldehyde synthetic resin, of approved brand and manufacture in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass/ stainless steel screws etc. complete as per architectural drawings and directions of engineer-in- chargePrelaminated particle board with decorative lamination on both sides

0 0 0 10 0 0 10.00 1,017.77 Sqm 10178

111 082032

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer- in-charge. (Cost of aluminium snap beading shall be paid in basic item)With float/frosted glass panes of 5.5mm thickness (weight not less than 13.75 kg/sqm)

0 0 0 30.16 0 0 30.16 768.14 Sqm 23167

35




112 082041

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS:6315 including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. Sheet outer box with slide plate etc. complete as per the direction of Engineer-incharge With Stainless Steel cover plate

0 0 0 10 0 0 10.00 1,837.16 Each 18372

113 082050

Providing and fixing anodised aluminium work (with minimum 15 micron uniform anodic coating) consisting of tee/angle sections, of approved make conforming to IS:733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/stainless steel sunk screws, aluminium perimeter angles fixed to wall with rawl plugs @ 450 mm centre to centre and fixing the frame work to level adjusting hangers (6mm dia. M.S. rods) with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately)

0 0 0 137.1 0 0 137.10 479.91 Kg 65796

36




114 082060

Providing and fixing level adjusting hangers of 6mm dia. M.S. rods (upto 1200mm length) fixed to roof slabs by means of M.S. angle ceiling cleats 40x40x5mm size, 40mm long and expansion hold fasteners 12.5 mm dia. 40mm long including applying priming coat of zinc chromate yellow primer for steel members complete

0 0 0 140 0 0 140.00 102.26 Each 14316

115 083020 Providing and fixing Aluminium round/ square bars / flats or grill in frame of windows and cleastory windows

0 0 0 27.23 0 0 27.23 630.52 Sqm 17169

116 106,150

Providing, cutting and fixing with screws on existing wooden / Aluminium / M. S. frames, thermocol board 10 to 15 mm (as directed by the Engineer) thick, of approved shape and sizes and in regular pattern in panels in ceiling

0 0 0 136.1 0 0 136.10 74.27 Sqm 10108

117 078090

Providing and fixing bright finished brass 100mm mortic latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS: 1868) aluminium lever handles with necessary screws etc. complete (best make of approved quality)

0 0 0 10 0 0 10.00 617.68 Each 6177

37




118 078071

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. completeSingle rubber stopper

0 0 0 20 0 0 20.00 36.38 Each 728

119 098022

Supplying and laying interlocking pre-cast CC block pavers of approved design factory manufactured of specified grade cement concrete on passenger platform, foot paths, circulating area, etc, including setting in position over 25mm thick bedding layer of fine sand, filling the joints with fine sand, leveling including compaction as per IS 1565880mm thick blocks of M35 grade for medium traffic

0 0 0 150 0 0 150.00 550.86 Sqm 82629

120 098040 Extra over items for lacquer finish 0 0 0 150 0 0 150.00 79.94 Sqm 11991

121 151011

Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever requiredWhite Vitreous China Orissa pattern W.C. pan of size 580x440-mm with integral type foot rests

0 0 0 5 0 0 5.00 2,854.42 Each 14272

38




122 151032

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10litre low level white vitreous china flushing cistern and C.P flush bend with fittings & C.I./ M.S. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever requiredW.C. pan with ISI marked black solid plastic seat and lid.

0 0 0 3 0 0 3.00 4,211.69 Each 12635

123 151074

Providing and fixing wash basin with C.I./ M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever requiredwhite vitreous china flat back wash basin sizeb550x400mm with single 15mm C.P. brass pillar tap

0 0 0 6 0 0 6.00 1,364.59 Each 8188

124 151191

Providing and fixing controlled flush, low level cistern made of vitreous china conforming to IS: 7231, with all fittings complete 10 litre (full flush) capacity- White

0 0 0 20 0 0 20.00 1,431.37 Each 28627

125 155250 P&F 127mm dia C.P. steel Jali cockroach trap (CCTR-127) for gully floor or Nahani trap

0 0 0 20 0 0 20.00 250.39 Each 5008

39




126 153410 Providing and fixing Towel rail (C.P.)brass15 mm dia x 600 mm long having approx. wt.500 gm

0 0 0 15 0 0 15.00 385.14 Each 5777

127 152110

Providing and fixing 600x450mm bevelled edge mirror , 5.5 mm thick of float glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete

0 0 0 20 0 0 20.00 711.82 Each 14236

128 152082 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings completeFlexible pipe 32mm dia.

0 0 0 30 0 0 30.00 51.11 Each 1533

129 117052 White washing with lime to give an even shade Old work (one or more coats)

0 0 0 696.48 0 0 696.48 5.63 Sqm 3921

130 117091

Plastic emulsion paint after removing white/colour wash by scrapping and sand papering etc., preparing the surface smooth including necessary repairs to scratches with putty etc completeTwo or more coat, to give an even shade

0 0 0 2041.12 0 0 2,041.12 76.31 Sqm 155758

131 108162

Providing and fixing on wall face unplasticised - Rigid PVC single socketed rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion.110mm dia.

0 0 0 120 0 0 120.00 226.14 metre 27137

40




132 108182

Providing and fixing on wall face unplasticised - PVC moulded bend and shoe for unplasticised- Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansionBend 87.5o, 110mm dia bend

0 0 0 15 0 0 15.00 185.28 Each 2779

133 154020

Providing and fixing brackets comprising of aluminium painted standard steel clip and cast iron base for 110mm A.C. pipes, including cost of screws etc. and drilling of holes and making good the walls including cost of sand etc. complete

0 0 0 108 0 0 108.00 82.44 Each 8904

134 131141

Providing and fixing medium grade G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the wall etc. Concealed pipe including painting with anti corrosive bitumestic paint, cutting chase and making good the wall15 mm dia. nominal bore

0 0 0 60 0 0 60.00 172.64 metre 10358

135 136131

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work)15mm nominal bore

0 0 0 10 0 0 10.00 104.02 Each 1040

41




136 136132

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work)20 mm nominal bore

0 0 0 10 0 0 10.00 128.88 Each 1289

137 136133

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work)25mm nominal bore

0 0 0 5 0 0 5.00 157.22 Each 786

138 132021 Providing and fixing brass stop cock of approved quality 15 mm nominal bore

0 0 0 15 0 0 15.00 117.03 Each 1755

139 132141 Providing and fixing unplasticised PVC connection pipe with brass unions: 45 cm length15 mm nominal bore

0 0 0 50 0 0 50.00 49.04 Each 2452

140 021510

Hiring of JCB Machine (in good working condition) for leveling and dressing ground / dismantling structures including disposal of debris through dumpers etc. with contractor‟s labour, JCB machine, machine operator, fuel, etc. The contractor shall arrange road permit for vehicle for all the States of operation, as per instructions of engineer in-charge and vehicle shall not be more than three years old. Payment shall be made for actual working hours at site.

0 0 0 60 0 0 60.00 631.57 Hour 37894

42




141 123101

Painting Station Name boards (both sides) including lettering on both sides two coats of synthetic enamel paint to give an even shade Board area more than 2 sqm

0 0 0 50 0 0 50.00 193.55 Each 9678

142 123044

Painting, Two coat, any shade as directed of approved make and brand a) Trusses exceeding 9m clear span, b) Staging with O.H. tank where staging is more than 2.5m in height, c) Flood light towers, d) Chimneys and similar structuresWith Aluminium paint as per IS:2339

0 0 0 220 0 0 220.00 35.10 Sqm 7722

143 153481

Providing and fixing C P Brass :Grating 150 mm. nominal size square ,18 mm high with 100 mm dia. of the inner hinged round grating dome shape having Total wt. not less than 110 gms

0 0 0 100 0 0 100.00 149.34 Each 14934

144 153471

Providing and fixing C P brass grating with openable lid :Grating 100 mm nominal dia. and 12 mm. high domed shape having wt. not less than 25 gms

0 0 0 50 0 0 50.00 109.85 Each 5493

145 153370 Providing and fixing PTMT shower rose of approved quality with 15mm or 20mm inlet. 150 mm dia.

0 0 0 10 0 0 10.00 163.81 Each 1638

146 153500 Providing and fixing Swan neck pillar tap (C.P. Brass) 15 mm dia. with swinging spout having approx. wt. 1000 gms

0 0 0 10 0 0 10.00 438.55 Each 4386

43




147 153550 Providing and fixing Toilet paper holder (C.P. Brass) having approx. wt. 250 gm

0 0 0 5 0 0 5.00 127.07 Each 635

148 153560 Providing and fixing Coat hook "J" type two way (C.P.Brass)

0 0 0 10 0 0 10.00 58.12 Each 581

149 153570 Providing and fixing Soap dish (C.P. Brass) having approx. wt. 220 gm

0 0 0 20 1 0 21.00 181.24 Each 3806

150 162310 Areca palm 4-5 suckers of height 120-135cm in earthen pots of size 25 cm.

0 0 0 100 0 0 100.00 175.39 Each 17539

151 162090 Ficus regnold well branched (bushy) of height 120-135cm in cement pos of size 35cm

0 0 0 100 0 0 100.00 175.39 Each 17539

152 162129 Any other kind of tree of height 210-240-cm in gunny bag

0 0 0 100 0 0 100.00 99.89 Each 9989

44




153 171450

Supplying, boring, sinking & installation of 40 mm dia hand tube well pump assembly having total depth of 50 metres with the following components as per IS:9301 : i) Double guided head stroke / 80 mm x 40 mm deep tubewell hand pump No. 6 of complete. ii) Brass strainer mesh type “Dinco” or equivalent made of long slotted medium B class G.I. pipes with 80-mesh brass wire net wrapping around the perforated pipe and jacketed by 26 / 28 SWG brass perforated sheet. 40 mm dia- 2 lengths each of 1.83 m connected with G.I. socket. iii) All brass cylinder 65 mm dia 450 mm long with brass plunger, plunger rod socket, all brass poppet/lower valve bucket leather complete. iv) G.I. Casing pipe ISI marked 80 mm dia medium quality 18 m long. v) G.I. pipe ISI marked 40 mm dia medium quality 28.35 m long. vi) 80 mm x 40 mm dia G.I. Reducing socket of approved quality. vii) 12 mm dia bright bar electro galvanised connecting rod "Dinco" / "BJH" or equivalent, 3.0 m long each with G.I. coupling of length as required at site of work

0 0 0 2 0 0 2.00 45,037.8

9 Each 90076

154 121092 Two or more coats on new workOne or more coats on old work 0 0 0 330 0 0 330.00 25.54 Sqm 8428

155 252150 Red Bajri 0 0 0 300 0 0 300.00 661.25 cum 198375

45




156 012040

Filling, watering and ramming earth in 15 cm layers in floors and foundations with surplus earth from foundations including 50m lead and 1.5m lift

0 0 0 300 0 0 300.00 22.30 cum 6690

157 095026

Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-Charge in floors and landings over 20mm thick bed of cement mortar 1:4 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade complete Of Group B-I-a of IS : 15622 (Vitrified tiles) of size above 400x400mm upto 600x600 mm

0 0 0 40.3 0 0 40.30 775.21 Sqm 31241

158 095023

Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-Charge in floors and landings over 20mm thick bed of cement mortar 1:4 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade complete Of Group B-I-b of IS : 15622 (Ceramic Tiles) of size 200x200mm to 400x400mm

0 0 0 47.48 0 0 47.48 656.15 Sqm 31154

46




159 043015

Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement mortar 1:3 (1 cement : 3 coarse sand) and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge.

0 0 0 6 3.42 0 9.42 2,982.20 cum 28092

160 125050

Supplying printing and fixing banner made of Flex Fibre Cloth with digital printing as per Railways approved matter, colour, pattern etc. complete job

0 0 0 28.8 0 0 28.80 98.73 Sqm 2843

47




161 171622

Boring, providing and installing cast-in-situ single under reamed piles with bulb dia of 2.5 times the pile dia of any length in M 35 grade to carry a safe working load not less than specified including cost of boring with bentonite solution and pile to be embedded in pile cap etc all complete. Length of pile for payment shall be measured upto the bottom of pile cap. Payment for steel reinforcement & cement will be made separately400mm dia piles

0 0 0 0 29.28 36 65.28 1676.45 metre 109439

162 171632

Extra over item above for providing additional bulb in double under reamed piles (only the quantity of extra bulbs to be paid)400mm dia piles

0 0 0 0 8.00 12 20.00 1138.06 Each 22761

48




163 013120

Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank, all handling/re-handling. taxes, octroi and royalty etc. as a complete job. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract

0 0 0 0 880.00 0 880.00 164.84 Cum 145059

49




164 041012

Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in chargeAll work in buildings above plinth level upto floor two level.

0 0 0 0 25.36 42.96 68.32 2530.27 Cum 172868

165 171690

Providing & applying Pre-Construction Anti-Termite treatment to proposed structure, with application of Imidacloprid 30.5% SC @ o.075% concentration mixed with water in ratio of 1:475, as per detailed specifications given in Indian Railways Standard Specifications, so as to create a chemical barrier below and around the structure by an approved agency. (Plinth Area/Basement floor area shall be considered for Payment)

0 0 0 0 33.66 0 33.66 76.65 Sqm 2580

166 092011

Cement concrete flooring 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete25mm thick with 12.5mm nominal size stone aggregate

0 0 0 0 77.93 114.5 192.43 98.53 Sqm 18960

50




167 051026

Brick work with modular bricks of class designation 7.5 in foundation and plinth in :Cement Mortar 1:6 (1cement : 6 coarse sand)

0 0 0 0 7.5 47.73 55.23 1992.2 Cum 110029

168 111011 12 mm cement plaster of mix -1:4 (1cement: 4 fine sand) 0 0 0 0 58.26 143.60 201.86 67.01 Sqm 13527

169 111031 20 mm cement plaster of mix -1:4 (1cement: 4 fine sand)

0 0 0 0 96.53 0 96.53 90.41 Sqm 8727

170 099045

Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias, dados and skirtings and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing. etc .complete at all levelsGranite Pink. Area of slab over 1.0 Sqm but upto 2.0Sqm Or larger

0 0 0 0 21.4 0 21.40 2141.89 Sqm 45836

51




171 151031

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10litre low level white vitreous china flushing cistern and C.P flush bend with fittings & C.I./ M.S. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid.

0 0 0 0 1 0 1.00 4,208.21 Each 4208

172 131136


0 0 0 0 20 0 20.00 382.63 metre 7653

52




173 132172 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 150 mm diameter 0 0 0 0 1 0 1.00 66.79 Each 67

174 151072

Providing and fixing wash basin with C.I./ M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required white vitreous china wash basin size 630x450mm with a single 15mm C.P. brass pillar taps

0 0 0 0 1 0 1.00 1,578.31 Each 1578

175 154010 Providing and fixing 110mm dia PVC soil, waste and vent pipes including jointing and cost of spun yarn and sand etc. complete

0 0 0 0 18 0 18.00 263.03 metre 4735

176 154140 Providing and fixing 75 mm PVC soil, waste and vent pipes including jointing and cost of spun yarn and sand etc., complete

0 0 0 0 18 0 18.00 140.19 metre 2523

177 155102 Providing and fixing Aluminium anodized towel rails with brackets b) 600 x 20 mm dia

0 0 0 0 1 0 1.00 250.03 Each 250

178 155170 Providing and fixing Towel ring (C.P.) of approved make 170 mm dia having approx. weight 490 gm

0 0 0 0 1 0 1.00 208.19 Each 208

53




179 136150

Providing and placing on terrace/staging (at all heights) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

0 0 0 0 2500 0 2,500.00 6.43 litre 16075

180 072021

Providing and fixing panelling/glazing or panelling and glazing in panelled/ glazed or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling/glazing for panelled/ glazed or panelled and glazed shutters 25mm to 40mm thickSecond class teak wood.15mm thick

0 0 0 0 14.16 0 14.16 1,427.28 Sqm 20210

181 115060 Applying one coat of cement primer of approved brand and manufacture on wall surface

0 0 0 0 250 600 850.00 21.75 Sqm 18488

182 115090

Wall painting on new work with two or more coats of plastic emulsion paint of approved brand and manufacture to give an even shade

0 0 0 0 250 600 850.00 53.05 Sqm 45093

54




183 121051 Painting with synthetic enamel paint of approved brand and manufacture to give an even shadeTwo or more coats on new work

0 0 0 0 29.95 16.95 46.90 47.41 Sqm 2224

184 074232

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all completeFixed to opening/ wooden frames with rawl plugs screws etc.

0 0 0 0 700 0 700.00 74.63 Kg 52241

185 042013

Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies, FOB slabs, walkway slabs and access platform

0 0 0 0 111.42 200 311.42 230.7 Sqm 71845

186 042015 Centering and shuttering including strutting, propping etc. and removal of form for :Columns, pillars, , posts and struts

0 0 0 0 35.2 80 115.20 291.20 Sqm 33546

55




187 106100

Providing and fixing at all height false ceiling of 12.5mm thick tapered edge gypsum board conforming to IS: 2095-Part I, including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised with zinc coating of grade 350 as per IS: 277 and consisting of angle cleats of size 25mm x 1.6mm with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with stener 12.5mm dia x 40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length... contd. -... Contd. -- and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm dia x 230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, - contd. ...

0 0 0 0 28.26 0 28.26 680.61 Sqm 19234

56




188 171523

Drilling of bore well for specified depth in all types of soil and rock mechanically with all contractor‟s tools, plants, material and labour up to 75 metersFor 250 mm dia

0 0 0 0 75 0 75.00 522.84 metre 39213

189 171543

Providing supplying, lowering and fixing in bore unperforated MS casing pipe 6 mm thickness up to specified depth below ground level with all contractor‟s tools, plants, material and labour etc. complete200 mm internal pipe

0 0 0 0 60 0 60.00 1263.57 metre 75814

190

171410 Selection of suitable site for drilling bore well/tube well by electrical resistivity method for all diameters

0 0 0 0 1 0 1.00 871.13 Each 871

(Items One hundred and Ninety only) Total of Schedule - A 24839282

PERCENTAGE RATE QUOTED IN FIGURES (+)34%

PERCENTAGE RATE QUOTED IN WORDS Plus Thirty four percent.

57




SCHEDULE A -1 List of items of works that are covered in Indian Railways Unified SSR 2010

Sl. No.

SSR No. Description of work SW-I Qty

SW-II Qty

SW-III Qty

SW-IV Qty

SW- V Qty

SW- VI Qty

Total Qty

Rate Unit Amount

1 033062 Supply and using cement at worksite :OPC 53 grade

151.31 182.294 328.11 34.772 19.865 26.1 742.45 4600.00 MT 3415275

Item one only

Total ‘A1” 3415275

PERCENTAGE RATE QUOTED

IN FIGURES (+)24%


IN WORDS Plus Twenty four percent.

58




SCHEDULE A – 2 List of items of works that are covered in Indian Railways Unified SSR 2010

Sl. No.

SSR No.

Description of work

SW-I Qty

SW-II Qty

SW-III Qty

SW-IV Qty

SW- V Qty

SW- VI Qty

Total Qty

Rate Unit Amount

1 045013

Supplying Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Cold twisted bars

0 0 0 600 3515.92 4839.5 8955.42 50.76 Kg 454577

2 045016

Supplying Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars

2000 3784.2 0 0 0 0 5784.2 50.76 Kgs 293606

3 074231

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all completeFixed to steel windows by welding

3000 0 0 0 0 0 3000 72.9 Kg 218700

4 081031

Structural steel work welded in built up sections, trusses and framed work, girders, stagings, racks, etc including cutting, bending, straightening, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete - upto 6m height above GLIn RSJ, tees, angles and channels

240 0 0 0 0 0 240 80 Kg 19200

59




5 081032

Structural steel work welded in built up sections, trusses and framed work, girders, stagings, racks, etc including cutting, bending, straightening, hoisting, fixing in position, including applying a priming coat of approved steel primer, complete - upto 6m height above GL In flats, plates , round or square bars

0 7200 0 0 0 0 7200 78.4 Kgs 564480

(Items five only) Schedule - A2. 1550563


IN FIGURES (+)20%


IN WORDS Plus Twenty percent.

60




SCHEDULE - B

List of items of works that are not covered in Indian Railways Unified SSR 2010

Sl. No.

SSR No. Description of work SW-I Qty

SW-II Qty

SW-III Qty

SW-IV Qty

SW- V Qty

SW- VI Qty

Total Qty

Rate Unit Amount

1 NS-

117100

Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to given an even shade after thoroughly brushing the surface clean from dust, dirt etc., and remains of loose powdered materials and foreign matter like softened paint etc., cleaning the area after the work and including curing complete - One coat on decorated surfaces

0 0 0 2400 0 0 2400 18.7 Sqm 44880

Item One only Total of schedule - B 44880


IN FIGURES At Par


IN WORDS AT PAR


Contractor Sr.DEN/Central/BZA of 82

BZA Divn., SCR, T.No.15/Central/2015 invited vide Open Tender DRM/Works/BZA/18/2015 dt 19.10.2015 Opened on 25.11.2015 for the work of SW - I - Repairs to staff quarters at EE, NZD,BMD and VAT stations under ADEN/EE sub division.SW - II - Repairs to staff quarters at BPP,CLX, VTM and CJM stations in SSE/Works/BPP Section. SW - III - Provision of vaccum de watered concrete surface on PF.No.1 at Eluru station..(LSWP Project IDNo.11.06.53.15.4.55.003 of 2015 -16.). SW - IV - Repairs of service buildings in SSE/Works/TEL section. SW - V - BZA - VSKP Section - GALA -

Construction of SS Room at GALA station. SW - VI - BZA - VSKP Section - GALA - Construction of S&T related rooms at Gunadala station./LOA//

61

CONDITIONS

1. The tenders are required to quote a uniform percentage rate above or

below or at per of USSR-2010 for all the items included in the Sch-A, A1,

A2 and Sch - B both in figures and in words. If there is variation between

the rates quoted in figures and words, the rate quoted in words will be

taken as correct. Tenderer should not quote different rates for different

items of the schedule. Offers with different rates are liable for rejection.

2. The quantities furnished in the schedule are approximate and the work

will be carried out as directed by the Engineer-in-charge. Payment will be

made for the quantities actually executed.

3. The rates quoted by the contractor will be inclusive of the cost of all the

materials, labour, tools & Plants etc., complete including transportation of

the same at his own cost including loading and unloading.

4. The Railway reserves the right to reject or alter any part of the work

executed by the contractor, which in the judgment of Railway does not

comply with the requirements of the specifications. The decision of the

Railway shall be final and conclusive for all purposes.

5. All the works executed by the tenderer/contractor covered in USSR-2010

should comply with Indian Railways Unified Specifications for Works

& Materials-2010 (Vol-I & II). 6. All the works executed by the tenderer/contractor shall in accordance with

Indian Railways Works Manual-2000 and Code for the Engineering

department-2012. 7. All the works executed by the tenderer/contractor shall be

followed/comply/in accordance with engineering standing orders issued

by Principal Chief Engineer, S.C.Railway from time to time.

8. Conservancy charges as applicable and as modified from time to time will

be recovered from Contractor‟s running bills.

9. Vehicles and equipment of contractors can be drafted by Railway

Administration in case of accidents/natural calamities involving human

lives.

10. The Railway administration will not be responsible for the safety of

contractor‟s labour deployed on this work.

11. The Work should be completed within 11 (Eleven) months period

from the date of issue of Acceptance letter.

Signature of the Tenderer/Contractor.





62

ANNEXURE-„A‟

SPECIFICATIONS OF CONTROLLED CONCRETE:

1. The agency shall indicate the source of supply of materials viz., course aggregate,

fine aggregate, steel, ordinary Portland cement and cement conforming to IS

applicable at the time of submitting the tender document to the Railways. All the

materials shall conform to relevant standard specifications.

2. The TOR steel is purchased from TISCO, IISCO, SAIL, Vizag steel plant or any

other source approved by the Engineer-in-charge. The steel shall not be re-rolled

variety. The agency shall produce necessary vouchers in original in support of the

purchase of steel and cement from the suppliers along with certificates to relevant

standards from the manufacturers before the commencement of work.

3. The agency shall submit samples of course/fine aggregate along with necessary

cement, required for mix design. The Engineer-in-charge at site shall forward the

samples to a reputed concrete laboratory for carrying out mix design duly specifying

the various parameters as per IRS bridge code, provision and correction slips and

Engg. Standard order No: 11/2000 and RDSO‟s A&C slip no. 8, dt. 15/22-02-2006

The following parameters shall be specified for the mix design by the Engineer-in-

charge.

a) Grade of concrete required as per IRS bridge code.

b) Type of cement sent for mix design.

c) Minimum and maximum cement content prescribed as per the environment

condition prescribed in the IRS concrete bridge code 1997. Corrections slip No: 8 dt.

15/22-02-2006. The environment condition to be decided as per Engg. Standing

order No: 11 dt: 23-10-2000/7-11-2000.

d) Maximum water cement ratio to be adopted as per environmental condition. The

agency shall arrange for mix design at their own cost including movement of

materials to laboratory. During the execution of work if there is any change in the

materials forming concrete, mix design shall be carried out again and work to be

carried out accordingly.

The following are extracts of IRS concrete bridge code 1997, Correction slip No: 8

dt. 15/22-02-2006

Amend the following clauses as follows.

i) Clause 5.1.1: Table 2 is revised as under.





63

Table 2: Grades of Concrete (Clause 5.1)

Grade

designation

Specified characteristic

compressive strength at

28 days (N/mm2)

M10 10

M15 15

M20 20

M25 25

M30 30

M35 35

M40 40

M45 45

M50 50

M55 55

M60 60

ii) Clause No.5.2.2.1: Table is revised as under.

Grade of concrete

(N/mm2)

Modulus of Elasticity

(KN/mm2)

M10 18

M15 22

M20 25

M25 26

M30 28

M40 31

M50 34

M60 36

iii) Clause No. 5.3.1:

Following note to be added below table given for workability of concrete.





64

Suitable plasticizers/admixtures may be used to achieve workability of the order of

150-200mm.Plasticizers/admixtures should confirm to clause 4.4.

iv) Clause No.5.4.1:

The word “low water cement ratio” appearing in fourth sentence should be

replaced by “adequate water cement ratio.”

v) Clause No.5.4.3:

The Table 4(a) is revised as under:

TABLE 4(a) : Maximum water cement ratio: (Clause No.5.4.3:)

Environment

Maximum water cement ratio.

Plain

cement(PCC) Reinforced concrete (RCC)

Prestressed

concrete (PSC)

Mild 0. 55 0. 50 0.45

0. 50 0. 50 0. 40

Severe 0. 50 0. 45 0. 40

0. 50 0. 45 0. 35

Extreme 0. 45 0. 40 0.35

vi) Clause 5.4.4

The Table 4(b) is revised as under:

TABLE 4(b): Minimum grade of concrete: (Clause 5.4.4)

Environment Plain concrete (PCC) Reinforced concrete

(RCC)

Prestressed

concrete

(PSC)

Mild M- 10 M- 15 M- 35

Moderate M- 10 M- 20 M- 35

Severe M- 15 M- 20 M- 45

Very severe M- 15 M- 25 M- 50

Extreme M- 20 M- 30 M- 50

The concrete of grades M-10, M-15 & M-20 are normally used in mass concrete

work and usually mixed by volumetric batching also. The mix for this work would

be

M-10-1:3:6

M-15-1:2:4

M-20 - 1:1.5:3

vii) Clause 5.4.5





65

Table 4 (c) is revised as under

TABLE: 4 ( c ) :Minimum cementitious material content: (Clause 5.4.5)

Environment

Minimum cementations material content in Kg/cum

Plain concrete

(PCC)

Reinforced

concrete (RCC)

Prestressed

concrete (PSC)

Mild 210 300 350

Moderate 250 300 400

Severe 250 350 430

Very severe 300 400 440

Extreme 300 400 440

Max. Cementations material content shall be limited to 500 kg/cum vide No.

5.4. 5.

Note: For under water concrete 10 % extra cement should be added over and above

the normal cement content of the concrete mix specified above.

viii) Clause 5.4.7

This clause is deleted along with its sub-clauses

ix) Clause 7.1.3.4

Replace this clause by clause as under:

Sufficient spacers shall be provided as shall in the opinion of the Engineer be

necessary to maintain specified concrete cover to the reinforcement and preventing

displacement before and during the placement of the concrete. Spacers should be of

such material and designs as will be durable, will not lead to the corrosion of the

reinforcement and will not cause spalling of the concrete cover. Spacer block made

from cement, sand and small aggregate should match the mix proportions of the

concrete as far as is practicable with a view to being comparable in strength, durability

and appearance. The use of the pieces of wood, tile or porous material will not be

allowed for this purpose.





66

x) Clause 7.1.3.5

This clause is deleted

xi) Clause 7.1.5 is replaced as below

Protective coatings: in order to offer adequate resistance against corrosion,

reinforcement bars may be provided with suitable protective coatings depending

upon the environment conditions. In aggressive environments (Severe, Very severe

and extreme) application of cement slurry coatings after removal of rust and other

loose materials from the surface of the reinforcement bar will generally be

sufficient. However, specialist literature may be referred to in extreme exposure

condition.

xii) Clause 15.9.2.3:

This clause is deleted.

Clause No. 15.9.2.4 and 15.9.2.5 should be read as 15.9.2.3 and 15.9.2.4

respectively.

4. The following are the extracts of Engg. Standing order No: 11 issued by

S.C.Railway dt. 23-10-2000/7-11-2000.

i). Moderate: - All the bridges situated in area which are not exposed to severe

rain or witch are continuously under water of where concrete is in contact with non

aggressive soil/ground water will fall under this category. All sections of this

Railway which are not listed under severe category below are classified under

moderate category.

ii) Severe:- Structures which are situated in area which are exposed to severe

rain, alternate wetting and drying or occasional freezing or severe condensation and

also in locations where the concrete is exposed to aggressive sub soil ground water

or situated in coastal environment.

The following sections of this railway have been identified to be classified under

severe category.

a) Gudur -Visakhapatnam.

b) Gudur-Machilipatnam. ---- Vijayawada Division.

c) Bhimavaram-Narsapur.

d) Sialkot- Kakinada

e) Industrial areas as decided by the concerned Divisional Engineers, where

corrosive action is severe.





67

ii) Very severe and extreme:- Classification of particular bridge in these

categories of environment will depend on case basis as per the actual physical

location and as decided by the Chief Bridge Engineer or concerned Chief

Engineer/ construction.

All the requirements specified in the correction slip No:1 for the above

categories should be strictly followed in accordance with the correction slip.

5. The agency shall keep minimum two Nos. of concrete pin vibrators of

25/40mm size in good working order during concrete operation. At no point of

time, vibration of concrete should suffer for want of power or for any other

mechanical problem any such concreting without proper compaction will be

rejected and the agency shall redo the work at their own cost.

6. The contractor should prepare at his own cost standard cubes of concrete at

suitable intervals, during concreting operations under the supervision of the

Engineer or his representative and submit the same to the Railway for testing. The

testing will be arranged by the Railway at the contractors own cost including

freight charges for transporting the test cubes to the testing laboratory.

7. Protective coatings: In order to offer adequate resistance against corrosion

reinforcement bars shall be provided with suitable protective coating for bridges

depending upon the environment conditions. The recommended

TABLE (d): Protective coatings:

Aggressive Environment

(severe)

Severe, very severe

and (Extreme)

Non aggressive

environment (Mild and

Moderate)

Important and Major

bridges

Minor bridges and

structures

All structures

Cement polymer composite

coating (or) Fusion bonded

Epoxy coating.

Cement polymer

composite coating (or)

Indicated cement

slurry coating.

Truncatevinlubited cement

slurry coating.

Note: The binding wire should also be coated and no GI binding wire without coating

will not be permitted.





68

SPECIAL CONDITIONS OF CONTRACT

1. The rates include all lead and if the materials obtained by rail all freight charges including

loading charges.

2. Sales tax, Royalties and Octroi duties, if any, that may be payable under Provincial

Government Sales Tax Act or Local Bodies Act or rules on any of the material that may be

used or supplied by the contractor will be payable by the contractor. The Railway will neither

pay the taxes or duties nor be bound to compensate the contractor for any amounts paid by him

by way of these taxes or duties.

Sales Tax at 4% on the materials portion of the contract will be deducted from each on account

bill where identifiable. Where the labour and material portion is not clearly identifiable, the

labour element shall be taken as 30%. On the balance 70% of the value of the work, 4% shall

be deducted pro-rata from each “on account bill” towards Sales tax.

Seigniorage charges recoverable from bills:- Seigniorage charges for supply of earth, mooram, sand and other minerals as fixed by the State

Government and payable to them as revised from time to time during the currency of contract

will be recovered by Railway from the contractors “on account” and “final bills” and remitted

to the state government. The rates quoted by the Tenderer shall be inclusive of these charges.

Claims regarding revision of seigniorage charges and consequent enhancement of the accepted

rate will not be entertained. However, no seigniorage charges / fee shall be recovered from the

bills of the contractor, if the contractor produces documentary evidence e.g. “Transit Passes”

issued by State Govt. Officials in token of having paid seigniorage fee. In such cases, the

genuineness of such documentary evidence produced along with proof of payment of

seigniorage charges, shall be got verified by the Railway from the concerned Mining and

Geology Dept

3. WATER:- A charge of One percent will be made by the Railway for the supply by the

Railway of piped water from existing pipe lines and calculated on the amount of all items of

work (USSR/NS items) appearing in the bills payable to the contractor in respect of which

work such water has been issued to the Contractor and such charges should be deducted from

sums due or payable by the Railway to the Contractor from time to time.

4. In the event of water having to be brought by the Railway to the site of the work in traveling

tanks, the actual freight at Public Tariff rate and all other charges incurred therein including any

demurrage that may be levied shall be payable by the Contractor and deducted from sums due

or payable by the Railways to the Contractor from time to time.

In addition to the charges of one percent referred to above, if additional pipe lines to

those already existing are called for by the contractor, the cost of the same and all charges

incurred by the Railway in their laying including supervision charges will be paid by the

contractor or the contractor provides and lay his own piping at the discretion of Divisional

Engineer.

5. The Railway does not guarantee work under each items of the Master Schedule. For example if

a gate-lodge or gang huts are to be built between stations and the work order issued to the

sectional contractors additional payment on account of lead or freight charges for the materials

that may have to be brought by rail or by road, will not be admissible.





69

6. If there arises any discrepancy between the printed Unified Standard Schedule of Rates 2010 as

amended by addendum and corrigendum slips issued from time to time upto date and the

schedule attached to the Tender pertaining to this work, the former shall be treated as

authentative and binding in all purposes.

7. Rubble masonry shall be first sum of Railways Specification No 503 according to South

Central Railway Specification for materials and works. Contractors attention is particularly

invited to dressing of stone as laid down in the Railway‟s specification.

8. The Special conditions supplemented to the conditions of Tender and contracts the General

conditions of contract and the notes appearing under the relevant chapter and sub chapters of

the Unified Standard Schedule of Rates 2010 should be considered as part of the contract

papers where the provisions of these conditions are at variance with General Conditions of

Contract these special conditions.

9. Performance Guarantee (P.G.):-

a. The successful bidder shall have to submit a Performance Guarantee (PG) within 30

(thirty) days from the date of issue of Letter of Acceptance (excluding the date of LOA

(Ref: CE/Works/SC Lr.W.148/P/GCC/Vil.II, dt.30.05.2014). Extension of time for

submission of PG beyond 30 (thirty) days and upto 60 days from the date of issue of

LOA may be given by the Authority who is competent to sign the contract agreement.

However, a penal interest of 15% per annum shall be charged for the delay beyond 30

(thirty) days, i.e., from 31st day after the date of issue of LOA (excluding the date of

LOA). In case the contractor fails to submit the requisite PG even after 60 days from

the date of issue of LOA, the contract shall be terminated duly forfeiting EMD and

other dues, if any payable against that contract. The failed contractor shall be debarred

from participating in re-tender for that work.

b. The successful bidder shall submit a Performance Guarantee (PG) in any of the

following forms, amounting to 5% of the contract value:-

(i) A deposit of Cash,

(ii) Irrevocable Bank Guarantee,

(iii) Government Securities including State Loan Bonds at 5 percent below the

market value

(iv) Deposit receipts, Pay orders, Demand Drafts and Guarantee Bonds. These

forms of Performance Guarantee could be either of the State Bank of India or

of any of the Nationalized Banks;

(v) Guarantee Bonds executed or Deposits Receipts tendered by all Scheduled

Banks;

(vi) A Deposit in the Post Office Saving Bank;

(vii) A Deposit in the National Savings Certificates;

(viii) Twelve years National Defence Certificates;

(ix) Ten years Defence Deposits;

(x) National Defence Bonds; and

(xi) Unit Trust Certificates at 5 percent below market value or at the face value

whichever is less.





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Also FDR in favour of Senior Divisional Finance Manager, S. C. Railway, Vijayawada

(free from any encumbrance) may be accepted.

1. The Performance Guarantee shall be submitted by the successful bidder after the Letter

Of Acceptance (LOA) has been issued, but before signing of the contract agreement.

This P.G. shall be initially valid up to the stipulated date of completion plus 60 days

beyond that. In case, the time for completion of work gets extended, the contractor

shall get the validity of P.G. extended to cover such extended time for completion of

work plus 60 days.

1.0 The value of PG to be submitted by the contractor will not change for variation upto

25% (either increase or decrease). In case during the course of execution, value of the

contract increases by more than 25% of the original contract value, an additional

Performance Guarantee amounting to 5%(five percent) for the excess value over the

original contract value should be deposited by the Contractor.

1.1 The Performance Guarantee (PG) shall be released after physical completion of the

work based on the „Completion Certificate‟ issued by the competent authority stating

that the contractor has completed the work in all respects satisfactorily. The security

deposit, however, shall be released only after the expiry of the maintenance period

and after passing the final bill based on „No Claim Certificate‟ from the contractor.

1.2 Whenever the contract is rescinded, the security deposit shall be forfeited and the

Performance Guarantee shall be encashed. The balance work shall be got done

independently without risk and cost of the failed contractor. The failed contractor

shall be debarred from participating in the tender for executing the balance work. If

the failed contractor is a JV or a partnership firm, then every member/ partner of such

a firm shall be debarred from participating in the tender for the balance work either in

his / her individual capacity or as a partner of any other JV / partnership firm.

1.3 The Engineer shall not make a claim under the Performance Guarantee except for

amounts to which the President of India is entitled under the contract (not

withstanding and / or without prejudice to any other provisions in the contract

agreement) and this shall be in the event of:

i) Failure of the contractor to extend the validity of the Performance Guarantee as

described herein above, in which event the Engineer may claim the full amount

of the Performance Guarantee.

ii) Failure of the contractor to pay President of India any amount due, either as

agreed by the contractor or determined under any of the Clauses / Conditions of

the agreement, within 30 days of the service of notice to this effect by Engineer.

iii) The contract being determined or rescinded under provision of the GCC the

Performance Guarantee shall be forfeited in full and shall be absolutely at the

disposal of the President of India





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10. Security Deposit:-

The scale of Security Deposit that is to be recovered from the contractor shall be as follows.

i) Security Deposit should be 5% of the contract value.

ii) The rate of recovery will be at the rate of 10% of the bill amount till the

full Security Deposit is recovered.

iii) Security Deposit will be recovered only from the running bills of the contract and no

other mode of collecting SD such as SD in the form of instruments like Bank

Guarantee, Fixed Deposit Receipt etc., shall be accepted towards Security deposit.

iv) Conversion of Security Deposit into FDR after recovery of full stipulated SD

(FA& CAO/SC letter No.AFX/EMD/Policy/ Vol.I dt.26.8.2010 circulated vide

PCE/SC lr. No.W.148/ SCRCA dt.30.9..2010):- If the contractor so desires, the cash

deposits in the form of security deposit may be allowed to be converted into FDRs

(in favour of respective Accounts Officers and on account of contractor), after full

recovery, at the discretion of the Railway, duly collecting necessary charges of

conversion by the Railway Administration.

The security deposit shall be released only after the expiry of the maintenance period and

after passing the final bill based on „No Claim Certificate‟.

After the work is physically completed, security deposit recovered from the running bills of a

contractor can be returned to him if he so desires, in lieu of FDR/irrevocable bank guarantee

for equivalent amount to be submitted by him.

In case of contracts of value Rs.50 crores and above, irrevocable bank guarantee can also be

accepted as a mode of obtaining security deposit.

11. REVISED COMPREHENSIVE CLAUSE 46A OF GCC– PRICE VARIATION

CLAUSE: As per Railway Board Letter No.2007/CE-CT/18/Pt.19 dt.14.12.2012-Price

Variation Clause shall be applicable only for contracts of value (contract agreement value) Rs.50 lakh and more, irrespective of the contract completion period and

Addendum & Corrigendum Slip (ACS) No.6 to GCC, July 2013; Amendment to Clause

46A.7 (a sub-clause of PVC) to GCC, communicated vide PCE/SC Lr.No.W.148/P/

G.C.C./Vol.II dt.05.06.2014. Amendment to Clause 46A1 (ACS No.2 to GCC, July-2014),

communicated vide PCE/SC Lr.No.W.148/P/G.C.C./Vol.II dt.12.12.2014.

Clause 46A-Price Variation clause:

46A.1. Price Variation clause shall be applicable only for contracts of value as prescribed

by the Ministry of Railways through instructions/circulars issued from time to time

and irrespective of the contract completion period. Variation in quantities shall not

be taken into account for applicability of PVC in the contract. Materials supplied

free of cost by Railway to the contractors shall fall outside the purview of Price

Variation clause. If, in any case, accepted offer includes some specific payment to

be made to consultants or some materials supplied by Railway free or at fixed rate,

such payments shall be excluded from the gross value of the work for the purpose

of payment/recovery of price variation.

Applicability of PVC based on original contract value is illustrated as under:

“If estimated value of tender (NIT value) is Rs.55 lakhs; but value of the contract

as per contract agreement is Rs.45 laksh, then PVC shall not apply, even if the

actual final value is Rs.50 laksh or more due to variation in quantities during

execution of the contract. Thus, variation in quantities after signing of contract

agreement is not relevant for deciding whether PVC is applicable to a contract or

not”.





72

46A.2. The Base Month for „Price Variation clause‟ shall be taken as month of opening of

tender including extensions. If any, unless otherwise stated elsewhere. The quarter

for applicability of PVC shall commence from the month following the month of

opening of tender. The Price Variation shall be based on the average Price Index

of the quarter under consideration.

46A.3. Rates accepted by Railway Administration shall hold good till completion of work

and no additional individual claim shall be admissible on account of fluctuations

in market rates, increase in taxes/any other levies/tolls etc., except that

payment/recovery for overall market situation shall be made as per Price Variation

Clause given hereunder.

46A.4. Adjustment for variation in prices of material, labour, fuel, explosives detonators,

steel, concreting, ferrous, non-ferrous, insulators, zinc and cement shall be

determined in the manner prescribed.

46A.5. Components of various items in a contract on which variation in prices be

admissible , shall be Material, Labour, Fuel, Explosives, Detonators, Steel,

Cement, concreting, Ferrous, Non-ferrous, Insulator, Zinc, erection etc., However,

for fixed components, no price variation shall be admissible.

46A.6. The percentages of labour component, material component, fuel component etc.,

in various types of Engineering Works shall be as under:

Component Percentage Component Percentage

A) Earthwork contracts:

Labour

component

50% Other material

components

15%

Fuel

component

20% Fixed

component*

15%

B) Ballast and Quarry Products contracts

Labour

component

55% Other material

components

15%

Fuel

component

15% Fixed

component*

15%

C) Tunnelling Contracts

Labour

component

45% Detonators

component

5%

Fuel

component

15% Other material

components

5%

Explosive

component

15% Fixed

component*

15%

D) Other Works Contracts

Labour

component

30% Fuel component 15%

Material

component

40% Fixed

component*

15%

*it shall not be considered for any price variation.

46A.7. The Amount of variation in prices in several components (labour material etc., )

shall be worked out by the following formulae:





73

i) L= W x (LQ-LB) x LC

LB 100

ii) M = W x (MQ-MB) x MC

MB 100

iii) F = W x (FQ-FB) x FC

FB 100

iv) E = W x (EQ-EB) x EC

EB 100

v) D = W x (DQ-DB) x DC

DB 100

vi) S = SW x (SQ-SB)

vii) C = CV x (CQ-CB)/CB

For Railway Electrification works:

viii) T = {(CS – CO) /CO X 0.4136} X Tc

ix) R = { (RT – RO) / RO + ( ZT - ZO ) / ZO x 0.06 } x Rc

x) N = { (PT – PO ) / PO } x Nc

xi) Z = { ( ZT – ZO ) / ZO } x Zc

xii) I = { ( IT – IO ) / IT } x 85

Where

L Amount of price variation in labour

M Amount of price variation in Materials

F Amount of price variation in fuel

E Amount of price variation in Explosives

D Amount of price variation in Detonators

S Amount of price variation in Steel

C Amount of price variation in Cement

T Amount of price variation in Concreting

R Amount of price variation in Ferrous Items

N Amount of price variation in Non-Ferrous Items

Z Amount of price variation in Zinc

I Amount of price variation in Insulator

LC % of Labour component

MC % of Material component

FC % of Fuel component

EC % of Explosive component

DC % of Detonators component

Tc % of Concreting Component

Rc % of Ferrous Component





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Nc % of Non-Ferrous Component

Zc % of Zinc Component

W Gross value of work done by contractor as per on-account bill(s), excluding cost of

materials supplied by Railway at fixed price, minus the price values of cement and

steel. This will also exclude specific payment, if any, to be made to the consultants

engaged by contractors (such payment shall be indicated in the contractor‟s offer)

LB

Consumer Price Index Number for Industrial Workers- All India- Published in RBI

Bulletin for the base period.

LQ Consumer Price Index Number for Industrial Workers- All India-Published in RBI

Bulletin for the average price index of the 3 months of the quarter under consideration.

MB Index Number of Wholesale Prices- By Groups and sub-Groups-All commodities- as

published in the RBI Bulletin for the base period.

MQ Index Number of Wholesale Prices- By Groups and Sub-groups-All commodities- as

published in the RBI Bulletin for the average Price index of the 3 months of the quarter

under consideration.

FB Index Number of Wholesale Prices- By Groups and sub-Groups for Fuel and Power as

published in the RBI Bulletin for the base period.

FQ Index Number of Wholesale Prices- By groups and sub-groups for Fuel and Power as

published in the RBI Bulletin for the average price index of the 3 months of the quarter

under consideration.

EB Cost of explosives as fixed by DGS&D in the relevant rate contract of the firm from

whom purchases of explosives are made by the contractor for the base period.

EQ Cost of explosives as fixed by DGS&D in the relevant rate contract of the firm from

whom purchases of explosives are made by the contractor for the average price index

of the 3 months of the quarter under consideration

DB Cost of detonators as fixed by DGS&D in the relevant rate contract of the firm from

whom purchases of detonators are made by the contractor for the base period.

DQ Cost of detonators as fixed by DGS&D in the relevant rate contract of the firm from

whom purchases of detonators are made by the contractor for the average price index

of the 3 months of the quarter under consideration.

SW Weight of steel in tonne supplied by the contractor as per the „on-account‟ bill for the

month under consideration

SQ SAILs (Steel Authority of India Limited) ex-works price plus Excise Duty thereof (In

rupees per tone) for the relevant category of steel supplied by the contractor as

prevailing on the first day of the month in which the steel was purchased by the

contractor (or) as prevailing on the first day of the month in which steel was brought to

the site by the contractor whichever is lower.

SB SAILs ex-works price plus Excise Duty thereof ( in Rs. Per tonne) for the relevant

category of steel supplied by the contractor as prevailing on the first day of the month

in which the tender was opened.

CV Value of cement supplied by contractor as per „on account‟ bill in the quarter under

consideration.

CB Index no. of Wholesale Price of sub-group (of Cement & Lime) as published in RBI

Bulletin for the base period.

CQ Index no. of Wholesale Price of sub-group (of Cement & Lime) as published in RBI

Bulletin for the average price index of the 3 months of the quarter under consideration.

Cs RBI Wholesale Price index for cement and lime for the month which is six months

prior to date of casting of foundation.

Co RBI Wholesale Price index for cement and lime for the month which is one month

prior to date of opening of tender.





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RT IEEMA Price index for Iron & Steel for the month which is two months prior to date

of inspection of material.

Ro IEEMA Price index for Iron & Steel for the month which is one month prior to date of

opening of tender.

PT IEEMA Price for Copper wire bar for the month which is two months prior to date of

inspection of material.

Po IEEMA Price for Copper wire bar for the month which is one month prior to date of

opening of tender.

ZT IEEMA Price for Zinc for the month which is two months prior to date of inspection of

material.

Zo IEEMA Price for Zinc for the month which is one month prior to date of opening of

tender.

IT RBI Wholesale Price index for structural clay products for the month which is two

months prior to date of inspection of material.

Io RBI Wholesale Price index for structural clay products for the month which is one

month prior to date of opening of tender.

46A,

8.

The demands for escalation of cost shall be allowed on the basis of provisional

indices made available by Reserve Bank of India. Any adjustment needed to be done

based on the finally published indices shall be made as and when they became

available.

46A.

9.

Relevant categories of steel for the purpose of operating Price Variation formula, as

mentioned in this clause, based on Sails Ex-Works Price Plus Excise Duty thereof,

shall be as under:

Sl.

No.

Category of Steel supplied in Railway

work

Category of Steel produced by SAIL Whose Ex-

works Price Plus Excise Duty would be adopted

to determine Price Variation.

1. Reinforcement bars and other rounds TMT 8mm IS 1786 Fe 415/Fe 500

2. All types and sizes of angles Angle 65x65x6mm IS 2062 E250A SK

3. All types and sizes of plates PM plates above 10-20mm IS 2062 E250A SK

4. All Types and sizes of channels and joists Channels 200x75mm IS 2062 E250A SK

5. Any other section of steel not covered in

the above categories and excluding HTS

Average of price for the 3 categories covered

under SL 1, 2, & 3 above.

46A.10 Price variation During Extended Period of contract.

The price adjustment as worked out above, ie., either increase or decrease shall be applicable up to

the stipulated date of completion of work including the extended period of completion where such

extension has been granted under Clause 17-1 Of the General Conditions of Contract. However,

where extension of time has been granted due to contractors failure under Clause-17B of the

General conditions of Contract, price adjustments shall be done as follows:

a) In case the indices increase above the indices applicable to the last month of original

completion period or the extended period under clause 17-A, the price adjustment for the

period of extension granted under Clause 17-B shall be limited to the amount payable as per the

Indices applicable to the last month of the original completion period or the extended period

under clause 17-A of the General conditions of contract; as the case may be.

b) In case the indices fall below the indices applicable to the last month of original/extended

period of completion under clause 17-A, as the case may be; then the lower indices shall be

adopted for the price adjustment for the period of extension under clause 17-B of the General

Conditions of Contract.





76

12. DEDUCTION OF INCOME TAX AT SOURCE

In terms of new Section 194-C inserted by the Finance Act 1972 , in the income tax Act 1961

the Railway shall at the time of arranging payments to the contractor and/or sub contractor(in

the case of sub contractor only when the Railway is responsible for payment of consideration

to him under the contract) for carrying out any work (including supply of labour for carrying

out any work) under the contract be entitled to deduct income tax at source on Income

comprised in the sum of such payments.

The deduction towards income tax to be made at source from the payments due to non-

residents shall continue to be governed by Section 195 of the Income Tax Act 1961.

No Income Tax will be deducted by the Railway on payments made for supply of materials

where such value of supply portion is distinct and ascertainable such as supply of Timber, tiles,

bricks, ballast including track/ballast etc. The deductions towards Income Tax to be made at

source from the payment due to non/residents shall continue to be governed by Section 195 of

the Income Tax Act 1961.

13. LIABILITY OF CONTRACTOR(S) - ANY DAMAGE SUSTAINED BY RAILWAYS

DURING ACCIDENTS ETC., CAUSED DUE TO CONTRACTOR(S) FAILURES, FAULT

OR NEGLIGENCE. Railway will post an Engineer-in-charge who may be SSE/SE/JE or Supervisor of any grade at

site for Technical Supervision of the work. This Engineer-in-charge will be responsible for

safety of the traffic. The work shall be executed by the contractor in a workman like manner to

the satisfaction of the Engineer-in-charge. The Contractor and his labour shall be guided by the

instructions of the Engineer-in-Charge. In the event of any accident occurring at the work site

and it is established during the departmental enquiry by the Railway or by Statutory enquiry of

CRS, that the accident occurred wholly or partly due to any act tantamounting to negligence on

the part of the contractor or his labour in not adhering to the instructions of the engineer-in-

charge, the contractor shall render himself liable for damages and also legal prosecution if loss

of life is involved.

14. Implementation of – the Building and other construction Workers (RECS) Act, 1996

and the Building and other Construction Workers Welfare Cess Act, 1996 in Railway

Contracts. “The Tenderer for carrying out any construction work in Andhra Pradesh (name of State) must

get themselves registered from the Registering Officer under Section-7 of the Building and

other Construction Workers Act, 1996 and rules made thereto by the Andhra Pradesh (name of

State)Government and submit certificate of registration issued from the Registering Officer of

the Andhra Pradesh(name of the State) Government (Labour Department). For enactment of

this act, the Tenderer shall be required to pay cess @ 1% of cost of construction work to be

deducted from each bill, Cost of material shall be outside the purview of cess, when supplied

under a separate schedule item.”

ANNEXURE- “III”





77

WORKS CONTRACT CLAUSE-13

1. In case cement, Steel, AC sheet with or without accessories, GI sheets with or without

accessories, glasses or any other materials/items are issued to the contractor(s) either free of

cost or on cost to be recovered for use on the work as stipulated in the agreement the supply

thereof shall be made in stages depending on the progress of the work, limited to the quantity

/quantities computed by the Railway, according to the prescribed specification and approved

drawings as per agreement.

The materials supplied should conform to Railway‟s Specification in all respects should be

in accordance with approved sample.

All such materials supplied to the contractor(s) for the work either free of charge or on

payment as the case may be will be issued to contractor(s) at the Railway depot/godown/goods

shed and will have to be transported by the contractor to the site of work at his cost. All such

materials shall be used by the Contractor for the work in such quantities as are indicated in the

schedule or in the relevant specifications or drawings or as approved by the Engineer, whose

decision thereon shall be final. Wastage or damages of such materials in any manner shall be

totally avoided. The contractor(s) shall be liable to the accountal for all such materials issued

by Railway either free of cost or on payment excluding the permissible wastage which incase

of steel materials should not in any case exceed 1% of the total quantity required for the work

as per the approved drawings. No wastage under other items is permissible. Short lengths of

rods should also be utilized to the extent possible by overlapping joints.

The Cement, Steel, A.C.Sheets with or without accessories, G.I sheets with or without

accessories glasses or any other materials issued in excess of the requirement(s) as above, shall

be returned in perfectly good condition by the contractor(s) to the Railway at the Railway

depot/Godown/Goods shed at________immediately after completion or termination of the

contract. If the contractor fails to return the said materials then the cost of such materials issued

in excess of the requirement as computed by Railway according to the specification and

approved drawings will be recovered from the contractor(s) at twice the prevailing procurement

cost at the time of last issue viz., 2 x (purchases price +5% freight only). This will be without

prejudice to the right of Railway to take action against the contractors under the condition of

the contract for not doing/completing the work according to the prescribed specification and

approved drawings. If it is discovered that the quantity of cement, steel or any other material

used is less than the quantity computed by the Railway, according to specifications and

approved drawings the cost of materials not returned will be recovered at the same rates as

applicable to excess issue of materials, indicated in the preceding para.





78

2. It shall be the responsibility of the contractor to keep in safe custody any Railway material plant or

equipment issued for the work. The contractor shall at his own expense provide suitable temporary

shed/sheds for this purpose on the Railway land made available by the Railway free of rent and shall

remove the shed/sheds when no longer required in terms of clause 30 of General conditions of

contract.

3. If due to any reason the Railway is not in a position to make available the Railway land the Railway

Engineer-in-charge of the work may permit the contractor to erect at his own cost shed/sheds or

secure private accommodation outside the Railway premises. In such a case the contractor may be

permitted to take the Railway material required for the works outside the railway premises and to

store in the Shed so erected or private accommodation so secured. It shall be the responsibility of

the contractor to keep the railway material in safe custody and the same should be kept entire

separate from the contractors material and the Railway shall have liberty to inspect the same from

time to time.

4. The code Nos. description and rates given in the schedule are based on the printed USSR - 2010, of

S.C.Railway. Any discrepancy noticed during the execution of the work, in the working rates

quantity of cement etc. should be rectified by reference to the printed schedule, which shall be

treated as authoritative and binding on the contract. The relevant notes applicable to the respective

sub chapters will apply to the items of the Tender schedule and should be considered as having been

incorporated in the contract agreement and binding on the Contractor.

5. For any other items not specially shown in the schedule of rates appended to the tender document,

the Divisional/Executive Engineer will offer rates as shown for the_________ zone in the South

central railway printed USSR - 2010, of S.C.Railway subject to the same percentage adjustment

accepted in the contract being applicable to the additional items.

6. Railway shall not supply from its own quota to the contractors controlled or imported commodities.

Assistance will, however given by recommending to appropriate authorities. Contractor applications

for issue of import licenses and release of controlled commodities if the Engineer is satisfied that

this material is actually required by contractor for carrying out the work and is not available in the

country.

7. VARIATION OF COSTS

Price variation clause is not applicable for contract agreement value upto Rs.50 lakhs. Time is

the essence of contract

8. (a) PERIOD OF COMPLETION: The Railway expects that a resourceful and experienced

contractor should be able to complete the work in all respects within the period as specified

in the Tender Notice and in the Schedule where items of work are furnished from the

date of letter of acceptance of the Tender

(b) Extension of time of completion will be governed by clause 17 of General Conditions of

Contract. However, while granting the extension of time under clause 17(B) of GCC, a

token penalty as deemed fit based on the circumstances of the case can be imposed on

the contractor without prejudice to other rights of Railway Administration as provided

under GCC.

9. MAINTENANCE PERIOD: The work shall be maintained after completion for a period as

specified in the Schedule where items of work are furnished by the contractor and he shall make

good any defects, imperfections, shrinkages or faults which may appear at his own cost.

10. It is HEREBY AGREED that it shall be the duty of the contractor to keep himself informed of all

corrections, and amendments of the said General conditions of contract made up to the date of the

execution of these presents and no objection shall be taken by the contractor on the ground that he

was not aware of such amendments and corrections of the said General Conditions of Contract or to

any of them.





79

11. VARIATION IN CONTRACT QUANTITIES:-

The procedure as detailed below shall be adopted for dealing with variations in quantities

during execution of works contracts:

a) The Railway reserves the right to alter the designs and drawings. If due to change of

drawing or design or any other reasons, there be variations, either increase or decrease in

quantities, payment will be made only for the actual quantities executed at the accepted

rates. If there be sufficient cause the Railway may grant extension of the date of

completion suitably. Such circumstances shall in no way affect or vitiate the contract or

alter the character thereof, or entitle the contractor to damages or compensation thereof

except as provided for in this contract.

b) The quantities of each item of work furnished in the Schedule are approximate and are

intended for the guidance of Tenderer/Contractor. In actual execution of work there may

be some increase in the quantities specified. Such variation upto 25% shall in no degree

affect the validity of the contract and it shall be performed by the contractor as provided

therein and be subjected to the same conditions, stipulations and obligations originally

and expressly included and provided for in specifications and drawings and the amount

to be paid there for shall be calculated in accordance with accepted schedule rates.

(1) Prior Finance concurrence is necessary for varying the individual quantities

beyond 25% or where the gross agreement value exceeds 25% of the agreement

value.

(2) Individual NS items in contracts shall be operated with variations of plus or minus

25% and payment would be made as per the agreement rate. For this, no Finance

concurrence would be required.

(3) In case an increase in quantity of an individual item by more than 25% of the

agreement quantity is considered unavoidable, the same shall be got executed by

floating a fresh tender. If floating a fresh tender for operating that item is

considered not practicable, quantity of that item may be operated in excess of

125% of the agreement quantity (100% i.e. the original quantity +25% i.e. quantity

over and above the original quantity) subject to the following conditions.

a) Operation of an item by more than 125% of the agreement quantity needs

the approval of an officer of the rank not less than S.A. Grade:

i) Quantities operated in excess of 125% but upto 140% of the

agreement quantity of the concerned item, shall be paid at 98% of the

rate awarded for that item in that particular tender;

ii) Quantities operated in excess of 140% but upto 150% of the

agreement quantity of the concerned item shall be paid at 96% of the

rate awarded for that item in that particular tender;

iii) Variation in quantities of individual items beyond 150% will be

prohibited and would be permitted only in exceptional unavoidable

circumstances with the concurrence of associate finance and shall be

paid at 96% of the rate awarded for that item in that particular tender

b) The variation in quantities as per the above formula will apply only to the

Individual items of the contract and not on the overall contract value.

c) Execution of quantities beyond 150% of the overall agreement value should

not be permitted and, if found necessary should be only through fresh

tenders or by negotiating with existing contractor, with prior personal

concurrence of FA&CAO/ FA&CAO(C) and approval of General Manager.





80

4. The limit for varying quantities for minor value items shall be 100% (as against

25% prescribed for other items). A minor value item for this purpose is defined as

an item whose original agreement value is less than 1% of the total original

agreement value.

5. No such quantity variation limit shall apply for foundation items.

6. As far as SSR/SOR items are concerned, the limit of 25% would apply to the

value of SSR/SOR schedule as a whole and not on individual SSR/SOR items.

However, in case of NS items, the limit of 25% would apply on the individual

items irrespective of the manner of quoting the rate (single percentage rate or

individual item rate).

7. For the tenders accepted at the Zonal Railways level, variations in the quantities

will be approved by the authority in whose powers revised value of the agreement

lies.

8. For tenders accepted by General Manager, variations upto 125% of the original

agreement value may be accepted by General Manager.

9. For tenders accepted by Board Members and Railway Ministers variations upto

110% of the original agreement value may be accepted by General Manager

10. The aspect of vitiation of tender with respect to variation in quantities should be

checked and avoided. In case of vitiation of the tender (both for increase as well as

decrease of value of contract agreement) sanction of the competent authority as per

single tender should be obtained.

11. In cases where decrease is involved during execution of contract:

a. The contract signing authority can decrease the items upto 25% of

individual item without finance concurrence.

b. For decrease beyond 25% for individual items or 25% of contract

agreement value, the approval of an officer not less than rank of S.A.

Grade may be taken, after obtaining „No claim certificate‟ from the

contractor and with finance concurrence giving detailed reasons for each

such decrease in the quantities.

c. It should be certified that the quantities proposed to be reduced will not be

required in the same work at a later stage

d. In the event of any reduction in the quantity to be executed for any reasons

whatsoever, the contractor shall not be entitled to any compensation but

shall be paid only for the actual amount of work done.

e. The contractor is bound to notify the Engineer at least seven days before the

necessity arises for the execution of any item in excess of 25% of the over

all value of the agreement.

12. In case the contractor fails to attend the meeting after being notified to do so or in

the event of no settlement being arrived at, the Railway shall be entitled to execute

the extra works by other means and the contractor shall have no claim for loss or

damage that result from such procedure





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12. Employment of Civil Engineering Graduates/Diploma-holders:

The contractor shall employ the following technical staff during the execution of this work.

i) One graduate engineer when the cost of the work to be executed is Rs.2 Crores and

above.

ii) One qualified diploma holder (over-seer) when the cost of the work to be executed is

more than Rs.25 lakhs but less than Rs.2 Crores. Technical staff should be available at

site whenever required by the Engineer-in-charge to take instructions. In case the

contractor fails to employ the technical staff as aforesaid, he shall be liable to pay a

reasonable amount not exceeding a sum of Rs.40,000/- (forty thousand only) for each

month of default in case of graduate engineer and Rs.25,000/- (twenty five thousand

only) for each month of default in case of diploma holder (over-seer)

(Modification of Cl.26 and introduction of new Cl.26A to IR‟s GCC Ref: Rly. Bd.

Lr.No.2012/CE-I/CT/0/20, dt.10.05.2013.)

The decision of the Engineer-in-charge as to the period for which the required technical staff

was not employed by the contractor and as to the reasonableness of the amount to be deducted

on this account shall be final and binding on the contractor.

iii) Individuals having Diploma in Railway Engineering awarded by IPWE (India) shall also

be considered as qualified Diploma holder Engineers and contractors for track contract

works can employ such individuals at their worksite on Indian Railways.

(Ref: Rly. Bd. Lr.No.2012/CE-I/CT/0/20, dt.12.07.2013.)

Note: The above clause is not applicable for contracts for Welding of Rail joints.

13. Railway Contractors / Extension of Provident Fund Act to the Employees working under

Railway Contractors:-

The Contractor shall comply with the provisions of EPF & MP Act, 1952 and obtain code

number from the concerned authorities whenever workmen employed by him are 20 or more.

He shall also indemnify Railways from and against any claim, penalties, recoveries under the

above Act and Rules. Contractors to get the code number under the EPF so as to enable the PF

Commissioners to extend the social security benefits to the workmen engaged by the Railway

contractors. The first month‟s bill will be released only after code number is taken from the PF

Office and a copy of coverage intimation produced. Subsequently for each month, bills will be

released only on submission of challans & 12 A monthly return copy in proof of remittance of

PF dues for previous month.”

14. Conservancy charges as applicable and as modified from time to time will be recovered

from Contractor‟s running bills.





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SPECIAL CONDITIONS

MODIFICATION TO CLAUSE 63 & 64 OF

GENERAL CONDITIONS OF CONTRACT

1. The Provision of Clause 63 and 64 of the General Conditions of Contract will be

applicable only for settlement of claims /disputes, for values less than or equal to

20% of the original value (excluding the cost of materials supplied free by

Railway) of the contract or 20% of the actual value of the work done (excluding the

value of the work rejected) under the contract whichever is less. When

claims/disputes are of value more than 20% of the value of the original contract or

20% of the value of the actual work done under the contract, whichever is less, the

contractor will not be entitled to seek such disputes/claims for reference to

arbitration and the provisions of Clause No; 63 &64 of the General Conditions of

Contract will not be applicable for referring the disputes to be settled through

arbitration

2. The Contractor shall furnish his monthly statement of claims as per Clause 43(1) of

General Conditions of Contract. But the Contractor should seek reference to

arbitration to settle the disputes only once, subject to the conditions as per Para 1

3. The Special conditions shall prevail over the existing Clause 63 & 64 of General

Conditions of contract

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