º´ÉÒEÞòÊiÉ {ÉjÉ ºÉÆJªÉÉ ACCEPTANCE LETTER …

`

º´ÉÒEÞòÊiÉ {ÉjÉ ºÉÆJªÉÉ : ACCEPTANCE LETTER No.W.496/GNJA/49 dt.15/06/2016

Ref: Tender Notice no. : CAO/CN/BNC/020/15 dated 02/12/2015 Tender Ref : GNJA/49 dated 02/12/2015 Technical Bid Opened on : 07/01/2016 Price bid Opened on: 06/04/2016 Negotiated offer dated. : 18/05/2016 and 06/06/2016.

Dear Sir(s)

1. Your offer for the above work for Rs. 41,36,27,718/‐ (RUPEES FORTY ONE CRORE THIRTY SIX LAKH TWENTY SEVEN THOUSAND SEVEN HUNDRED AND EIGHTEEN ONLY ) is accepted by the competent authority. The accepted schedule of items showing the rates and quantities is enclosed herewith. The completion period of the work is 18 (EIGHTEEN) months from the date of issue of this letter. This Letter of Acceptance constitutes a binding contract between you and the Railway Administration. Please quote UCC in all further correspondence.

2. The Security Deposit (SD) for the contract is Rs. 2,06,81,386/‐ (RUPEES TWO CRORE SIX LAKH EIGHTY ONE

THOUSAND THREE HUNDRED AND EIGHTY SIX ONLY). The Earnest Money Deposit of Rs. 19,46,870/- remitted by you along with the offer is adjusted towards a part of the SD. The balance SD of Rs. 1,87,34,516/-will be recovered from the running bills of the contract @ 10% of bill amount from each bill. Please note that no interest will accrue on the Security Deposit.

3. A Performance Guarantee (PG) for Rs. 2,06,81,386/‐ (RUPEES TWO CRORE SIX LAKH EIGHTY ONE THOUSAND THREE

HUNDRED AND EIGHTY SIX ONLY) is to be submitted by you within 30 (thirty) days from the date of issue of this letter in the forms mentioned in clause 4.0 (b) of Special Conditions of Contract. The PG shall be valid up to 60 days beyond the stipulated date of completion.

4. Please report to Dy. Chief Engineer/CN/DVG along with the detailed programme of work. Other conditions, details and

milestones are mentioned overleaf. This letter consists of three enclosures as given below. Please acknowledge the receipt of this letter.

ENCL: 1. PG Form, Yours faithfully, 2. Schedule of items, 3. Mile stone

(RAM GOPAL) Chief Engineer/South/Construction South Western Railway,Bangalore-46 for and on behalf of President of India

UCC 74149 Name of work: GINIGERA ‐ RAICHUR NEW BG LINK :‐ Earthwork including blanketing and Construction of Bridges from KM 55/000 to 61/000 between Siddapur and Karatagi Stations Value of work : Rs.41,36,27,718/‐ Completion period : 18 months

To M/s . SSCC & NRK (JV) “GIRU UMA MAHESHWARA NIVAS” HANUMAN NAGAR, MIRAJ-SANGLI ROAD, MIRAJ-416410

nùÊIÉhÉ {ÉÎ¶SÉ¨É ®äú±É´Éä SOUTH WESTERN RAILWAY

Office of the Chief Administrative Officer

(Construction), 18, Millers’ Road,

BANGALORE – 560 046

º´ÉÒEÞòÊiÉ {ÉjÉ ºÉÆJªÉÉ ACCEPTANCE LETTER No.W.496/GNJA/49 dt.15/06/2016

Other conditions and details: 1. Extension of time for submission of PG beyond 30 (thirty) days and up to 60 (sixty) days from the date of issue of this letter may be accorded by the Contract Agreement signing Authority. However, a penal interest of 15% per annum shall be charged for the delay beyond 30 (thirty) days on a daily basis i.e., from 31st day of the date of issue of LOA. In case you fail to submit the requisite PG even after 60 days from the date of issue of LOA, the contract shall be terminated duly forfeiting the EMD and other dues, if any payable against the contract and you shall also be debarred from participating in re‐tender for the work. The PG will be released after satisfactory completion of the work as per the contract conditions. 2. You shall execute an agreement for the work within seven days from the date of receipt of notice by Railways regarding readiness of the agreement. 3. The EMD submitted vide DD No. 340439 dated 06/01/2016 (Revalidated on 15/06/2016) issued by Union Bank of India, Miraj , is adjusted towards SD as mentioned in para 2 of page 1. 4. If the contract is rescinded, the SD shall be forfeited and, the PG shall also be encashed. Further, you will be debarred from participating in the tender for executing the balance work. 5. The detailed programme of work to be submitted by you shall be as stipulated in the special conditions. The programme shall indicate the time schedule of various items of works in the form of Bar Chart/PERT Chart/CPM Chart. The programme should also include the details of organization (in terms of labour and supervisors), plant and machinery intended to be utilized from time to time for execution of the work within the stipulated date of completion. In case of non‐submission of acceptable programme of work within 15 days of issue of this letter, you are liable for penal action including levying fine up to Rs. 50,000/‐.

‐‐‐‐‐‐‐‐‐‐‐‐‐‐

Copy to: CAO/CN, FA&CAO/CN/BNC, HQ‐Vigilance branch/UBL, Ch.OS/Contracts, The Regional Labour Commissioner (Central) BUDA complex, Opp. Mothi Talkies, BELLARY‐583101 for information. Copy to : Dy.CE/CN/DVG, XEN/CN/Bellary @ Hospet NOTE: The rate for ScheduleB is SPECIAL RATE for specific reach due to specific site conditions prevailing in this reach of GinigeraRaichur New line Project. For any increase in quantity beyond agreement quantity, the rate may be negotiated. This rate shall not be taken for comparison for other projects. (Encl: 1 copy of TC minutes & LOA with 3 copies of schedule and conditions).

Sriramanagara – Siddapur Stations.

Sl No

Description of Work Sketch TDC

1 Mobilization 1 st month 2 Construction of Bridges

i) Km 55 to Km 56 2nd month ii) Km. 56 to Km 57 4th month

iii) Km. 57 to Km 58 6th month iv) Km. 58 to Km 59 8th month v) Km. 59 to Km 60 10th month

vi) Km. 60 to Km 61 12th month 3 Earthwork in banking/cutting, toe wall, tree plantation.

i) Km 55 to Km 56 3rd month ii) Km. 56 to Km 57 6th month


vi) Km. 60 to Km 61 14th month 4 Blanketing

i) Km 55 to Km 56 11th month ii) Km. 56 to Km 57 12th month


vi) Km. 60 to Km 61 16th month 5 Protective works to bridges and finishing works 14th to 17th

month 6 Turfing 8th to 18th

month.

South Western Railway (Construction)

Annexure -I

LOA No. W496/GNJA/49 Date : 15/06/2016 of UCC Code :74149

Print Date : 15/06/2016

Name of Work :

GINIGERA ‐ RAICHUR NEW BG LINK :‐ Earthwork including blanketing and Construction of Bridges from KM55/000 to 61/000 between Siddapur and Karatagi Stations. (TWO PACKET SYSTEM)

Name of the Contractor : S0760 ‐ SSCC & NRK (JV)

ABSTRACT

Sl. No.

Departmental Value asper Tender

Contractor % ScheduleTotal

Schedule

Description

1

A

Items of works covered by USSOR 2011 2,78,55,938.81 0% 2,78,55,938.81

2

B

Items of works pertains to Earthwork 21,05,23,941.04 Indv. Rate 21,05,23,941.04

3

C

Items of works pertains to Supply of Cement

4,91,63,184.00 Indv. Rate 4,91,63,184.00

4

D

Items of works pertains to Concrete works

6,00,81,874.00 Indv. Rate 6,00,81,874.00

5

E

Items of works pertains to Supply of Steel

4,44,35,820.00 Indv. Rate 4,44,35,820.00

6

F

Items of Blanketing for formation 2,10,60,000.00 Indv. Rate 2,10,60,000.00

7

G

Items of pertains to HTS wire 2,67,960.00 Indv. Rate 2,67,960.00

8

J

Items of miscellaneous works 2,39,000.00 Indv. Rate 2,39,000.00

Total Value : 41,36,27,717.85

Discount 0 % 0.00

41,36,27,717.85

Net Value :

( Rupees Forty One Crore Thirty Six Lakh Twenty Seven Thousand Seven Hundred and Seventeen ONLY)

Signature of Contractor Schedule Page No: 1 of

27 Signature of Contract Signing Authority

SOUTH WESTERN RAILWAY (CONSTRUCTION)

Annexure - II

Tender Ref No :-

GNJA/49

Notice Date :-

02/12/2015

Dept : ENGINEERING

Project : 11534 ‐ MUNIRABAD ‐ GINIGERE ‐ RAICHUR NEW BG LINE

Agency: S0760 ‐ SSCC & NRK (JV)

Name of the Work : GINIGERA ‐ RAICHUR NEW BG LINK :‐ Earthwork including blanketing and Construction of Bridges from KM 55/000 to 61/000 between Siddapur and Karatagi Stations. (TWO PACKET SYSTEM)

Schedule of Items LOA No. W496/GNJA/49 Date 15/06/2016 of UCC 74149

Schedule 'A'

USSOR 2011 ITEMS

Sl. No.

Description of Items

CODE

1

181021

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

Quantity

Rate

Unit

Amount

25.00

555.62

1 CUM

13,890.50

( Rupees Five Hundred and Fifty Five And Paise Sixty Two )

Contractor's % : 0 Discount : 0

2

181030

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

Quantity

Rate

Unit

Amount

25.00

810.58

1 CUM

20,264.50

( Rupees Eight Hundred and Ten And Paise Fifty Eight )


3

182033

Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 50m lead : In cement mortar

Quantity

Rate

Unit

Amount

25.00

560.34

1 CUM

14,008.50

( Rupees Five Hundred and Sixty And Paise Thirty Four )


4

192011

Earth work in excavation for foundations and floors of the bridges, retaining walls etc., including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back fillingin layers with approved material and consolidation of the layers by ramming and watering etc.incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with alllabour and material complete as per drawing and technical specification as directed by Engineerin charge : All kinds of soils

Quantity

Rate

Unit

Amount

20000.00

182.73

1 CUM

36,54,600.00

( Rupees One Hundred and Eighty Two And Paise Seventy Three )


5

192012

Earth work in excavation for foundations and floors of the bridges, retaining walls etc., includingsetting out, dressing of sides, ramming of bottom, getting out the excavated material, back fillingin layers with approved material and consolidation of the layers by ramming and watering etc.incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with alllabour and material complete as per drawing and technical specification as directed by Engineer in charge : Ordinary rock

Quantity

Rate

Unit

Amount

4000.00

237.64

1 CUM

9,50,560.00

( Rupees Two Hundred and Thirty Seven And Paise Sixty Four )


6

192013

Earth work in excavation for foundations and floors of the bridges, retaining walls etc., includingsetting out, dressing of sides, ramming of bottom, getting out the excavated material, back fillingin layers with approved material and consolidation of the layers by ramming and watering etc.incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with alllabour and material complete as per drawing and technical specification as directed by Engineerin charge : Hard rock ( requiring blasting)

Quantity

Rate

Unit

Amount




Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

100.00

371.16

1 CUM

37,116.00

( Rupees Three Hundred and Seventy One And Paise Sixteen )


7

192014

Earth work in excavation for foundations and floors of the bridges, retaining walls etc., includingsetting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc.incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with alllabour and material complete as per drawing and technical specification as directed by Engineerin charge : Hard rock ( blasting prohibited )

Quantity

Rate

Unit

Amount

50.00

451.19

1 CUM

22,559.50

( Rupees Four Hundred and Fifty One And Paise Nineteen )


8

192020a

Extra for the quantity of works, executed in or underwater and/ or liquid mud including pumpingout water as required : All kinds of soils (corresponding to item no.192011)

Quantity

Rate

Unit

Amount

6000.00

36.55

1 CUM

2,19,300.00

( Rupees Thirty Six And Paise Fifty Five )


9

192020b

Extra for the quantity of works, executed in or underwater and/ or liquid mud including pumpingout water as required : Ordinary rock (corresponding to item no 192012)

Quantity

Rate

Unit

Amount

4000.00

47.53

1 CUM

1,90,120.00

( Rupees Forty Seven And Paise Fifty Three )


10

192020c

Extra for the quantity of works, executed in or underwater and/ or liquid mud including pumpingout water as required : Hard rock (requiring blasting) (corresponding to item no 192013)

Quantity

Rate

Unit

Amount

100.00

74.23

1 CUM

7,423.00

( Rupees Seventy Four And Paise Twenty Three )


11

192020d

Extra for the quantity of works, executed in or underwater and/ or liquid mud including pumpingout water as required : Hard rock (blasting prohibited) (corresponding to item no.192014)

Quantity

Rate

Unit

Amount

50.00

90.24

1 CUM

4,512.00

( Rupees Ninety And Paise Twenty Four )


12

222280

Supplying, spreading and filling coarse sand (No cohesive materials to be used) of approvedquality including watering and ramming in foundation, plinth, behind the abutment, wing wall,retaining wall in layers not exceeding 150mm thick including its compaction as per direction ofEngineer‐in‐charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line, etc. complete with contractors labour, materials, tools and plant

Quantity

Rate

Unit

Amount

1300.00

1,270.33

1 CUM

16,51,429.00

( Rupees One Thousand Two Hundred and Seventy And Paise Thirty Three )





Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

13

192030

Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40 mmnominal size, in foundation and floors, retaining walls of bridges including mechanical mixing,vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technicalspecifications as directed by Engineer

Quantity

Rate

Unit

Amount

1350.00

1,538.08

1 CUM

20,76,408.00

( Rupees One Thousand Five Hundred and Thirty Eight And Paise Eight )


14

252390

Stone Boulder Weighing minimum 35 Kg Each

Quantity

Rate

Unit

Amount

2900.00

455.40

1 CUM

13,20,660.00

( Rupees Four Hundred and Fifty Five And Paise Forty )


15

222290

Providing Boulder backing behind wing wall, return wall, retaining wall with hand packedboulders & cobbles with smaller size boulders toward the back including all lead, lift, labour &other incidental charges as complete work in all respect. Payment for boulder / cobbles will bedone extra.

Quantity

Rate

Unit

Amount

4400.00

178.76

1 CUM

7,86,544.00

( Rupees One Hundred and Seventy Eight And Paise Seventy Six )


16

221070

Providing and laying Filter material As Per RDSO Specifications underneath pitching in slopescomplete as per drawing and Technical specification

Quantity

Rate

Unit

Amount

1200.00

1,648.61

1 CUM

19,78,332.00

( Rupees One Thousand Six Hundred and Forty Eight And Paise Sixty One )


17

221060

Providing and laying Pitching with stone boulders weighing not less than 35 kg each with thevoids filled with cement sand mortar 1:4 on slopes laid over prepared filter media includingboulder apron laid dry in front of toe of embankment complete as per drawing and Technicalspecifications (Filter media to be paid separately under the relevant item)

Quantity

Rate

Unit

Amount

710.00

1,667.43

1 CUM

11,83,875.30

( Rupees One Thousand Six Hundred and Sixty Seven And Paise Forty Three )


18

222020

300 mm thick (average) Dry stone flooring with boulders of not less than 35 kg each in weight , hand packed with surface levelled off to the correct section with hammer dressing as necessaryon the ground including filling the gaps with quarry spalls and ordinary sand complete includingthe cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer

Quantity

Rate

Unit

Amount

205.00

911.26

1 CUM

1,86,808.30

( Rupees Nine Hundred and Eleven And Paise Twenty Six )





Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

19

061013

Random rubble masonry with hard stone in foundation and plinth including levelling up withconcrete as per specifications, upto plinth level with : : Cement mortar 1:6 (1cement: 6coarsesand)

Quantity

Rate

Unit

Amount

2000.00

2,023.44

1 CUM

40,46,880.00

( Rupees Two Thousand Twenty Three And Paise Forty Four )


20

114041

Pointing on stone work with cement mortar 1:3 (1cement: 3fine sand) : Flush/ Ruled pointing

Quantity

Rate

Unit

Amount

100.00

84.82

1 SQM

8,482.00

( Rupees Eighty Four And Paise Eighty Two )


21

183062

Dismantling including stacking of serviceable material and disposal of unserviceable materialwithin 50m lead : Bituminous top layer of road

Quantity

Rate

Unit

Amount

11000.00

98.72

1 SQM

10,85,920.00

( Rupees Ninety Eight And Paise Seventy Two )


22

183061

Dismantling including stacking of serviceable material and disposal of unserviceable materialwithin 50m lead : Under layer of road of water bound macadam/ stone soling etc.

Quantity

Rate

Unit

Amount

11000.00

50.52

1 SQM

5,55,720.00

( Rupees Fifty And Paise Fifty Two )


23

231010

Preparation of subgrade by excavating earth upto 22.5cm depth, dressing to camber andconsolidating with power road roller of 8 to 12 tonne capacity including making good theundulations etc. and disposal of surplus earth with lead upto 50 metres

Quantity

Rate

Unit

Amount

11000.00

49.66

1 SQM

5,46,260.00

( Rupees Forty Nine And Paise Sixty Six )


24

231041

Providing and laying water bound macadam with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation withpower road roller of 8 to 10 tonne capacity etc. complete. : Sub‐base with stone aggregate 90mm to 45mm including stone screening 13.2mm size

Quantity

Rate

Unit

Amount

990.00

1,094.75

1 CUM

10,83,802.50

( Rupees One Thousand Ninety Four And Paise Seventy Five )


25

231070

Providing and laying 4 cm thick moorum surfacing (Consolidated Thickness) on platforms, pathways, etc including spreading watering and consolidation with 3 T Roller or light powerroller complete

Quantity

Rate

Unit

Amount

11000.00

22.17

1 SQM

2,43,870.00

( Rupees Twenty Two And Paise Seventeen )





Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

26

233011

Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS:8887‐ 1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning andpreparing the existing road surface as per specification : On W.B.M. @ 0.4kg/ sqm

Quantity

Rate

Unit

Amount

11000.00

19.49

1 SQM

2,14,390.00

( Rupees Nineteen And Paise Forty Nine )


27

233012

Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS: 8887‐ 1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning andpreparing the existing road surface as per specification : On bituminous surface @ 0.25kg/ sqm

Quantity

Rate

Unit

Amount

11000.00

13.86

1 SQM

1,52,460.00

( Rupees Thirteen And Paise Eighty Six )


28

231061

Providing and laying bitumen penetration macadam with hard stone aggregate, with bitumen ofsuitable penetration grade including required key aggregate as specified, spreading coarseaggregate with the help of self propelled / tipper tail mounted aggregate spreader and applyingbitumen by a pressure distributor and then spreading key aggregate with the help of aggregatespreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity :For 50mm compacted thickness using 6cum coarse aggregate of size 50‐20mm graded, 1.5cum key aggregate of size 12.5mm graded, and 500kg paving asphalt 80/ 100 per 100sqm

Quantity

Rate

Unit

Amount

11000.00

263.03

1 SQM

28,93,330.00

( Rupees Two Hundred and Sixty Three And Paise Three )


29

232010

Surface dressing on new surface with paving bitumen of grade A‐90/ S‐90 of approved quality using 2.25 kg of bitumen. per sqm with 1.65 cum of stone chippings 13.2mm nominal size per100 sqm of road surface including consolidation with road roller of 6 to 8 tonne capacity etc.,complete.

Quantity

Rate

Unit

Amount

11000.00

111.74

1 SQM

12,29,140.00

( Rupees One Hundred and Eleven And Paise Seventy Four )


30

137102

Supplying, laying, jointing, fitting and fixing in position R.C.C. spun pipes and collars class NP‐2 conforming to I.S.458 with cement sand mortar (1:3) on the cement concrete bed as required tomaintain proper grade & alignment including cutting trenches and refilling the same with all lead.(Extra Payment of bed concrete to be made as provided) : 200mmdia

Quantity

Rate

Unit

Amount

400.00

529.62

1 METRE

2,11,848.00

( Rupees Five Hundred and Twenty Nine And Paise Sixty Two )


31

137104

Supplying, laying, jointing, fitting and fixing in position R.C.C. spun pipes and collars class NP‐2 conforming to I.S.458 with cement sand mortar (1:3) on the cement concrete bed as required tomaintain proper grade & alignment including cutting trenches and refilling the same with all lead. (Extra Payment of bed concrete to be made as provided) : 300mm dia

Quantity

Rate

Unit

Amount

400.00

844.82

1 METRE

3,37,928.00

( Rupees Eight Hundred and Forty Four And Paise Eighty Two )





Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

32

137105

Supplying, laying, jointing, fitting and fixing in position R.C.C. spun pipes and collars class NP‐2 conforming to I.S.458 with cement sand mortar (1:3) on the cement concrete bed as required tomaintain proper grade & alignment including cutting trenches and refilling the same with all lead.(Extra Payment of bed concrete to be made as provided) : 400mm dia

Quantity

Rate

Unit

Amount

50.00

1,450.60

1 METRE

72,530.00

( Rupees One Thousand Four Hundred and Fifty And Paise Sixty )


33

161041

Supplying and stacking at site dump manure / farm manure / animal dung manure fromapproved source; including all lead and lift etc. (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20mm

Quantity

Rate

Unit

Amount

176.00

106.81

1 CUM

18,798.56

( Rupees One Hundred and Six And Paise Eighty One )


34

161152

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manureor sludge in the ratio 2:1 by volume (2parts of stacked volume of earth after reduction by 20% :1part of stacked volume of manure after reduction by 8%) flooding with water, dressingincluding removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure,sludge or extra good earth if needed to be paid for separately) : Holes/pits 60cm dia. and 60cm deep

Quantity

Rate

Unit

Amount

5000.00

35.28

1 EACH

1,76,400.00

( Rupees Thirty Five And Paise Twenty Eight )


35

162063

Avenue Plants : Azadirachta Indica (Neem) of height 120‐135 cm in big polybag of size 25‐30cm

Quantity

Rate

Unit

Amount

5000.00

46.69

1 EACH

2,33,450.00

( Rupees Forty Six And Paise Sixty Nine )


36

043015

Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC workincluding setting in cement mortar 1:3 (1 cement : 3 coarse sand) and finishing smooth with6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete includingcost of centering, shuttering, finishing, Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength anddurability, excluding cost of cement and steel reinforcement, as per approved plan & direction ofEngineer incharge. : In slabs for drain covers, manhole covers, flue tops etc.

Quantity

Rate

Unit

Amount

5.00

3,030.35

1 CUM

15,151.75

( Rupees Three Thousand Thirty And Paise Thirty Five )


37

242150

Providing and fixing 15x15x90cm boundary stone of hard stone with 30cm chisel dressed on all four sides and on top (cost of excavation, refilling and concrete etc to be paid for separately)

Quantity

Rate

Unit

Amount

280.00

150.53

1 EACH

42,148.40

( Rupees One Hundred and Fifty And Paise Fifty Three )





Schedule 'A'

USSOR 2011 ITEMS

Sl. No.


CODE

38

181022

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

Quantity

Rate

Unit

Amount

25.00

342.76

1 CUM

8,569.00

( Rupees Three Hundred and Forty Two And Paise Seventy Six )


39

161484

Maintenance of lawn, shrubs, hedge, trees etc. including watering, trimming, manuring, sprayinginsecticide and guarding as required. This includes supply of labour, tools & plants includingmaterials : Tree

Quantity

Rate

Unit

Amount

15000.00

24.03

1 EACH/MONTH

3,60,450.00

( Rupees Twenty Four And Paise Three )


2,78,55,938.81

(No. of Items 39 ONLY)

Schedule A Departmental Value :

0.00

2,78,55,938.81

Schedule A Total :

Rupees in Words ( Rupees Two Crore Seventy Eight Lakh Fifty Five Thousand Nine Hundred and Thirty Eight And




Annexure - II

Tender Ref No :-

GNJA/49

Notice Date :-

02/12/2015

Dept : ENGINEERING





Schedule 'B'

VETTED ITEMS

Sl. No.


CODE

1

EW2‐101

Earthwork in cutting in all soils: Earthwork for excavation in cuttings for all kinds of soils inconnection with making formation/side drains/catch water drains/bridges/trolley refuges etc.,as per required cross section, L‐ section & profile including removing all trees, bushes, debris,constructions, etc., from the site with contractor`s equipment, machinery, labour, consumablesetc.,as per technical specifications & special conditions, including removing cut spoils and taking to embankment/outside railway land so as to clear the site with all leads & lifts, as directed byEngineer‐in‐charge. Note: i) Payment shall be based on cross section measurement only. ii) The term 'all soils' mentioned above include loose soil, ordinary soil (workable with spade),hard soil including stiff clay, moorum, shingle, soft laterite etc., requiring close application ofpicks to loosen and small boulders measuring not more than 300 mm in any direction. (iii) No extra payment for lead etc., is admisible. (iv) Only 75 percent payment for the quantity executed is payable in a particular bill initially. 15percent of the balance amount shall be released after the L section and profile are perfectlyreached and handed over to Railways. Remaining 10 percent shall be released only after theformation in the full block section or identified length is completed in all respects and handedover.

Quantity

Rate

Unit

Amount

25000.00

61.20

1 CUM

20,04,300.00

( Rupees Sixty One And Paise Twenty )


NOTE: The rate for All items of ScheduleB is SPECIAL RATE for specific reach due to specific site conditions prevailing in this reach of GinigeraRaichur New line Project. For any increase in quantity beyond agreement quantity the rate may be negotiated. This rate shall not be taken for comparison for other projects

2

EW2‐102

Earthwork in cutting in Soft Rock : Earthwork for excavation in cuttings in soft rock stratacomprising disintegrated rocks of lime stone, sand stone, hard laterite etc., removable without blasting in connection with making formation/side drains/catch water drains/ bridges/trolleyrefuges etc., as per required cross section, L‐ section & profile including removing all trees, bushes, debris, constructions, etc., from the site with contractor`s equipment, machinery, labour, comsumables etc.,as per technical specifications & special conditions, including removing cutspoils and taking to embankment/outside railway land so as to clear the site with all leads & lifts,as directed by Engineer‐in‐charge. Note: i) Payment shall be based on cross section measurement only. ii) Soft rock means rock which does not require blasting and which can be excavated bycontinuous operation of excavators/picks/bars etc. (iii) No extra payment for lead etc., is admisible. (iv) Only 75 percent payment for the quantity executed in a particular bill is payable initially. 15percent of the balance amount shall be released after the L section and profile are perfectlyreached and the formation is handed over to Railways. Remaining 10 percent shall be releasedonly after the formation in the full block section or identified length is completed in all respectsand handed over.

Quantity

Rate

Unit

Amount

10000.00

78.00

1 CUM

10,21,800.00




Schedule 'B'

VETTED ITEMS

Sl. No.


CODE

( Rupees Seventy Eight )


A

3

EW2‐103

Earthwork in cutting in Hard Rock requiring blasting: Earthwork for excavation in cuttings inhard rock strata by blasting using explosives in connection with making formation/ sidedrains/catch water drains/bridges/trolley refuges etc., as per required cross section, L‐ section & profile including removing all trees, bushes, debris, constructions, etc., from the site withcontractor`s equipment, machinery, labour, consumables etc.,as per technical specifications &special conditions including removing cut spoils and taking to embankment / outside railwayland so as to clear the site with all leads & lifts, as directed by Engineer‐in‐charge. Note: i) Payment shall be based on cross section measurement only. ii) Hard rock requiring blasting means rock which require blasting and which cannot beexcavated by excavators/ picks/ bars etc. (iii) No extra payment for lead etc., is admisible. (iv) Only 75 percent payment for the quantity executed in a particular bill is payable initially. 15percent of the balance amount shall be released after the L section and profile are perfectlyreached and the formation is handed over to Railways. Remaining 10 percent shall be released only after the formation in the full block section or identified length is completed in all respectsand handed over.

Quantity

Rate

Unit

Amount

2200.00

235.00

1 CUM

6,77,270.00

( Rupees Two Hundred and Thirty Five )


A

4

EW2‐104

Earthwork in cutting in Hard Rock requiring controlled blasting or other means Earthwork forexcavation in cuttings in hard rock strata using explosives or chemicals, jack hammers or any other advance methods from authorised manufacturers/ license holders, in controlled manner, inconnection with making formation/ side drains/catch water drains/bridges/trolley refuges etc.,as per required cross section, L‐ section & profile including removing all trees, bushes, debris, constructions, etc., from the site with contractors equipment, machinery, labour, comsumablesetc.,as per technical specifications & special conditions, including removing cut spoils and takingto embankment / outside railway land so as to clear the the site with all leads & lifts, as directedby Engineer‐in‐charge. Note: i) Payment shall be based on cross section measurement only. ii) Hard rock requiring controlled blasting means rock which cannot be excavated by excavators/ picks/ bars etc. and which require controlled blasting duly providing protection measures forproperties around or which require use of chemicals or other means to loosen the rock. (iii) No extra payment for lead etc., is admisible. (iv) Only 75% payment for the quantity executed in a particular bill is payable initially. 15% ofthe balance amount shall be released after the L section and profile are perfectly reached and theformation is handed over to Railways. Remaining 10% shall be released only after the formation in the full block section or identified length is completed in all respects and handed over. (v)This item shall be operated with specific prior approval of CE (construction) for worksrequiring blasting near inhabited area/ residential houses within town/ village limits where openblasting is not permitted by the revenue / local authorities.

Quantity

Rate

Unit

Amount

1000.00

478.00

1 CUM

6,26,180.00

( Rupees Four Hundred and Seventy Eight )





Schedule 'B'

VETTED ITEMS

Sl. No.


CODE

A

5

EW2‐201

Earth work in filling with cut spoils: Earthwork in embankments for making formation withRailways usable cut spoils excavated from cuttings in speciofied layers not exceeding 300 mm inthickness with lead and lifts including rehandling, transportation, unloading & spreading in layers, benching of slopes, sectioning to profile including removing all trees, bushes, debris,constructions, etc., from the site with contractor`s vehicles, machinery, labour, consumables etc.,complete as per technical specifications & special conditions and as directed by Engineer‐in‐charge. Note: i) Payment shall be based on cross section measurement only (ii) The rate includes testing of cut spoil for parameters to assess the suitability for use inembankments which shall be done for every 10000 cum and/or for every change of layer characteristics. (iii) No extra payment for lead etc., is admisible. (iv) Only 75 percent payment for the quantity executed in a particular bill is payable initially. 15percent of the balance amount shall be released after the L section and profile are perfectlyreached and the formation is handed over to Railways. Remaining 10 percent shall be releasedonly after the formation in the full block section or identified length is completed in all respectsand handed over. (v) Formation width at top shall be made with 500mm extra on either side initially and aftercompaction be cut to standard profile. No extra payment shall be made for this purpose. If theextra width as above is not made at any single location of less than 100 m length, payments due shall be reduced by 5 percent for that entire 100 m stretch. (vi) For leads upto 500m from the spot of release, accepted rates shall apply. For leads beyond500 m and upto 1 km, 5 percent extra over the accepted rates shall be paid. For all leads beyond 1 km and irrespective of any extent further, another 5 percent over the accepted rates shall be paidand no ther compensation will be eligible.

Quantity

Rate

Unit

Amount

10000.00

52.50

1 CUM

6,87,750.00

( Rupees Fifty Two And Paise Fifty )


A

6

EW2‐202

Earth work in filling with COE: Earthwork in embankment in making formation with contractorsown earth of approved quality in specified layers not exceeding 300mm thickness from approved earth quarries outside railway limits in all soils with loading, unloading, all lead and lifts,rehandling, transportation, spreading in layers, benching of slopes, sectioning to profile, clearingof debris/garbage/ vegetation/shrubs etc., in the railway alignment using contractor's vehicles, machinery, labour, consumables etc., as per technical specification & special conditions and asdirected by Engineer‐in‐charge. Note: (i) Payment shall be made based on cross section measurement only. (ii) The rate includes all charges, taxes, royalty, seignorage etc., and for pretesting of soil qualityat quarry for every 20000 cum or change of layer and testing at site for every 5000 cum orchange of layer for assessing the suitability of the soil for use in embankments and all other tests as specified in the specifications. (iii) No extra payment for lead etc., is admisible. (iv) Only 75 percent payment for the quantity executed in a particular bill is payable initially. 15percent of the balance amount shall be released after the L section and profile are prefectlyreached and the formation is handed over to Railways. Remaining 10 percent shall be releasedonly after the formation in the full block section or identitifed length is completed in all respects and handed over.




Schedule 'B'

VETTED ITEMS

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(v) Only soils of category I or II or III or IV as per clause 15 of Technical Specifications ispermitted. Payment for category III will be reduced by 5 percent and for cateogory IV will be reduced by 10 percent of the accepted rates. Accepted rates apply to soil with PI upto 7. For PIbeyond 7 and upto 20, a further reduction of 10 percent in accepted rates shall apply. Use ofcategory V soil as per clause 15 of Technical Specifications is banned. (vi) Formation width at top shall be made with 500mm extra on either side initially and aftercompaction be cut to standard profile. No extra payment shall be made for this purpose. If theextra width is not made at any single location of less than 100 m length, payments due shall be reduced by 5% for that entire 100 m stretch.

Quantity

Rate

Unit

Amount

1112835.00

126.60

1 CUM

18,45,59,233.41

( Rupees One Hundred and Twenty Six And Paise Sixty )


A

7

EW2‐203

Earth work at bridge approaches: Earthwork in embankment in filling up approaches of majorbridge for 50m either side with soil of GW clasification only including mechanical or special typeof compaction such as water compaction in specified layers from approved earth quarries outside railway limits with loading, unloading, all lead and lifts, rehandling, transportation, spreading inlayers, benching of slopes, sectioning to profile, clearing of debris/garbage/ vegetation/shrubsetc., using contractors vehicles, machinery, labour, consumables etc., as per technicalspecification & special conditions and as directed by Engineer‐in‐charge. Note: (i) Payment shall be made based on cross section measurement only. (ii) The rate includes all charges, taxes, royalty, seignorage etc., and for pretesting of soil quality at quarry for every 20000 cum or change of layer and testing at site for every 1000 cum orchange of layer for assessing the suitability of the soil for use in embankments and all other testsas specified in the specifications. (iii) No extra payment for lead etc., is admisible. (iv) Only 75% payment for the quantity executed in a particular bill is payable initially. 15% ofthe balance amount shall be released after the L section and profile are perfectly reached and the formation is handed over to Railways. Remaining 10% shall be released only after the formationin the full block section or identified length is completed in all respects and handed over. (v) No payment will be made for the complete layer if soil other than GW classification is used and/or if mechanical compaction or special compaction is not used.

Quantity

Rate

Unit

Amount

10000.00

191.00

1 CUM

25,02,100.00

( Rupees One Hundred and Ninety One )


A

8

EW2‐301

Mechanical compaction of earth work: Mechanical compaction of embankment, approaches tobridges etc., in specified layers using specified capacity vibratory power rollers as per type of soil,to achieve specified dry density of earth/other material using contractor`s power rollers, toolsand plants, consumables, labour, watering etc., all complete as per specification & specialconditions and as directed by Engineer‐in‐charge. Note: If any other roller or other equipment is used for compaction, payment for the complete layer shall be reduced by 20 percent of the accepted rate for mechanical compaction.

Quantity

Rate

Unit

Amount

1171335.00

10.50

1 CUM

1,61,11,712.93

( Rupees Ten And Paise Fifty )


A




Schedule 'B'

VETTED ITEMS

Sl. No.


CODE

9

EW2‐303

Turfing: Turfing the slopes of the bank/cutting with contractors sods of approved quality about20x20x7.5cm size collected/ brought from outside railway limits, fixing the same over theslopes/ cess duly dressing the profile, losening to required depth, gently ramming after laying, watering as required, making saucer drains 60cm wide from top to toe with necessary curvaturefor the free flow of water collected at the top at 25m intervals using contractors boulders withcontractors vehicle, labour, consumables, all lead and lift etc., all complete and as per directionsof Engineer‐in‐charge. Note : (i) 75 percent payment shall be made initially and balance 25 percent shall be releasedafter 6 months or maintenance period whichever is more after satisfactory growth of turfing is certified by the Engineer‐in‐charge.

Quantity

Rate

Unit

Amount

145000.00

11.30

1 SQM

21,46,435.00

( Rupees Eleven And Paise Thirty )


A

10

EW1‐304

Fixing reference pegs: Striking out of centre line of railway alignment using total station or anyother latest survey equipment and fixing centre line pegs of adequate size with Railway's tiebars/cut rails at every 100m on straight and 25m in curves, at bridges etc., with contractors surveyor, equipment, all consumables, labour etc. Note : (i) The reference pegs shall be fixed along the alignment at appropriate locations toprovide information for execution of formation, bridges, ballasting and linking of trackthroughout the period of construction. (ii) Contractor is responsible for maintaining the reference pegs including shifting in case ofshifting of alignment or to facilitate construction. (iii) The reference pegs shall be usable as temporary bench marks wherever required.

Quantity

Rate

Unit

Amount

100.00

154.30

1 EACH

20,213.30

( Rupees One Hundred and Fifty Four And Paise Thirty )


A

11

DD1‐101

Plotting initial levels: Computer Plotting of the theoretical cross section profile based on the initial levels of ground, recorded in the level books for cuttings/embankments at intervals of 25mor less including computation of theoritical profile/quantities duly deducting quantities forbridges and any other structure not requiring execution of earthwork in A4 size sheet withcontractor's material, man power, consumables, tools and plants etc., and as directed byEngineer‐in‐charge. Note: i) Plottings and calculations are to be submitted to Railway in 3 sets. (ii) One cross section in one A4 size sheet is required.

Quantity

Rate

Unit

Amount

6.00

4,700.00

1 KM

36,942.00

( Rupees Four Thousand Seven Hundred )


A

12

DD1‐102

Plotting final levels: Computer plotting of the theoretical & actual final finished cross sectionprofile, duly indicating different type of strata available/ excavated in the x‐section, based on the final levels recorded in the level books for banks/ cuttings at intervals of 25m or less, including computation of theoritical/actual quantities done as per classification of different types ofsoil/blanketing material as certified by Engineer‐in‐charge duly deducting quantities for bridges and any other structure not requiring execution of earthwork in A4 size sheet with contractor's material, man power, consumables, tools and plants etc., and as directed by Engineer‐in‐charge. Note: i) Plottings and calculations are to be submitted to Railway in 3 sets




Schedule 'B'

VETTED ITEMS

Sl. No.


CODE

ii) One cross section in one A4 sheet is required. iii) For embankments, computation of different soils viz., cut spoils, contractor's own earth,blanketing material are to be shown separately as per measurement recorded.

Quantity

Rate

Unit

Amount

6.00

4,700.00

1 KM

36,942.00

( Rupees Four Thousand Seven Hundred )


A

13

DD1‐103

Design of high bank/deep cutting slope based on slope stability analysis as specified byRDSO/theoritical methods, for railway cuttings/ embankment more than 6m in height/depth based on the material available in cutting/embankments, including collecting required number ofsoil samples and conducting required laboratory tests as per RDSO specifications so as to find outsoil parameters required in slope stablity analysis, working out design slope based on manualmethod/computer software including furnishing detailed calculations in a report form withcontractor's men, material, machinery etc and as directed by Engineer‐in‐charge. Note: Recommended slopes designs shall be from reputed designers and shall include detailedcalculations to be submited in 3 copies.

Quantity

Rate

Unit

Amount

2.00

17,500.00

1 CS

45,850.00

( Rupees Seventeen Thousand Five Hundred )


A

14

SE1‐101

Soil investigation in all types of soil including soft rock at cutting locations up to 2m belowproposed formation level or hard rock or at embankments upto 2m below the natural groundlevel or the formation level as per RDSO guide lines and IS Specifications including collection of samples (Disturbed/undisturbed) at each location at arate of one number/2m depth andconducting the following field tests on each sample. (i) Classification of soil. (ii) Specific gravity ofsoil. (iii) Bulk density and water content. (iv) Grain site analysis (sieve & hydrometer). (v) Liquidand plastic limits. (vi) Chemical tests on soil for Choloride, Sulphur and pH value. (vii) MDD andOMC. (viii) Swelling index. (ix) C&Phi analysis of soil and Standard penetration Test (SPT) at every 1.5m interval or where there is change in strata. (x) crushing strength test additionally onsoft rock at 1.0 m depth of rock.(xi) Bore chart should show the layers of soil with SPT value etc.The report should be submitted with recommendations for use of cut spoil for filling embankment in case of cutting and recommendations for forming embankment over the existingsub‐soil including the necessity and mode of special treatment to be done, if any.

Quantity

Rate

Unit

Amount

50.00

437.00

1 RM

28,623.50

( Rupees Four Hundred and Thirty Seven )


A

15

SE1‐102

Soil investigation in hard rock at Cutting/other locations up to 2m below formation level as perRDSO guide lines and IS Specifications including collection of samples (Disturbed/undisturbed)at each location at one sample/2m depth or less and conducting the following field tests. (i)Crushing strength test. (ii) Specific gravity of rock. (iii) Water absorption of rock. (iv) KRD & CWC recovery values of rock. (v) Bore chart should show the layers of rock with SPT value / Recoveryetc. Report should be submitted with recommendations on slope stability and on use of cut spoilfor filling embankment.

Quantity

Rate

Unit

Amount

10.00

1,419.00

1 RM

18,588.90

( Rupees One Thousand Four Hundred and Nineteen )


NOTE: The rate for All items of ScheduleB is SPECIAL RATE for specific reach due to specific site conditions prevailing in this reach of GinigeraRaichur New line Project. For any increase in quantity beyond agreement quantity the rate may be negotiated. This rate shall not be taken for comparison for other projects




Schedule 'B'

VETTED ITEMS

Sl. No.


CODE

21,05,23,941.04


Schedule B Departmental Value :

0.00

21,05,23,941.04

Schedule B Total :

Rupees in Words ( Rupees Twenty One Crore Five Lakh Twenty Three Thousand Nine Hundred and Forty One And




Annexure - II

Tender Ref No :-

GNJA/49

Notice Date :-

02/12/2015

Dept : ENGINEERING





Schedule 'C'

VETTED ITEMS

Sl. No.


CODE

1

CE1‐01A

Supply of Ordinary Portland cement of 43 / 53 grade conforming to IS 8112 / IS 12269 (uptodate)and/or Portland Pozzolana Cement conforming to IS/1489 (upto date), at site of work to theextent of the quantities required for various items of works in schedule items including all cost ofloading, unloading,leading, transporting, stacking, storing including making proper storagearrangements and all consumables, machinery, vehicles, labour etc., complete and as directed by the Engineer‐in‐charge. (a) Ordinary Portland Cement (43/53 Grade) NOTE :1) Use of Portland Pozzolona cement shall be restricted strictly to the permittedconstruction items only. Pozzolana cement shall not be used in PSC construction. 2) Admixtures such as super plasticizers will be permitted based on specific designs forpermitted construction items with the approval of the DY.Chief Engineer‐in‐charge. However, admixtures proposed shall be supplied free of cost by the Contractor and no compensation willbe payable. 3. 33 Grade cement shall not be used in railway construction works.

Quantity

Rate

Unit

Amount

8160.00

6,342.00

1 T

4,91,63,184.00

( Rupees Six Thousand Three Hundred and Forty Two )

Contractor's % : ‐5 Discount : 0

4,91,63,184.00


Schedule C Departmental Value :

0.00

4,91,63,184.00

Schedule C Total :

Rupees in Words ( Rupees Four Crore Ninety One Lakh Sixty Three Thousand One Hundred and Eighty Four And Paise




Annexure - II

Tender Ref No :-

GNJA/49

Notice Date :-

02/12/2015

Dept : ENGINEERING





Schedule 'D'

VETTED ITEMS

Sl. No.


CODE

1

BRPC1

Plain Cement Concrete (M15 to M30 design mix) Cast‐in‐situ work (cement will be paid separately) with Contractors all materials including 40mm or below graded hard crushed stoneaggregate, sand, admixture, water, etc., of approved quality in foundations, abutments, piers,wing walls, return walls etc., of bridges and other structures as required, including fixing and removal of contractors shutter/ form work/ supports, vibrating/compacting, providing weepholes with contractors AC pipes 75 to 100mm dia wherever necessary, providingnormal/approved expansion joints with necessary materials as per design/drawings, curing ofconcrete, pumping/bailing out of water wherever necessary with Contractors own pump, power,fuel etc;, finishing the surfaces wherever required, etc., complete, with all lead, lift, transport,consumables, labour, tools and plant, materials, etc., as per approved drawings/specification/conditions and as directed by the Engineer‐in‐charge. NOTES: (1) Single rate will apply for all mixes (M15,M20,M25 and M30) irrespective of proportion ofmaterials used (per cubic metre ( cum) of concrete).(2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibratorsand should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and otherrelevant specifications as prescribed. Weigh batching is mandatory for all PCC, RCC and PSC works. (3) Rates shall include all materials, operations, etc., complete except for Cement, which will bepaid for separately. Steels including fabrication, if used, and excavations for foundations will bepaid under relevant SSR or other schedules separately.(4) Shuttering and supporting form work shall be of good quality materials only. For PSC/RCCgirders/slabs/beams/columns, only rigid plate steel shutters shall be used.(5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost.(6) Admixtures as required/ as per designs shall be arranged by the Contractor at his cost.(7) All material and concrete tests as required shall be arranged by the contractor at his cost.(8) Rate includes placing of concrete in position for all heights by manual/concrete pump/craneetc.,

Quantity

Rate

Unit

Amount

14100.00

2,500.00

1 CUM

3,98,32,500.00

( Rupees Two Thousand Five Hundred )


2

BRPC2

Plain Cement Concrete (M15 to M30 design mix) Cast‐in‐situ work (cement will be paid separately) with Contractors all materials including 20mm/12.5mm graded hard crushed stoneaggregate, sand, admixture, water, etc., of approved quality in bed blocks, wearing coat, coping,ballast walls etc. of bridges and other structures as required, including fixing and removal of contractors shutter/form work/ supports, vibrating/compacting, providing weep holes withcontractors AC pipes 75 to 100mm dia wherever necessary, providing normal/approvedexpansion joints with necessary materials as per design/drawings, curing of concrete, pumping/ bailing out of water wherever necessary with Contractors own pump, power, fuel etc;, finishingthe surfaces wherever required, etc., complete, with all lead, lift, transport, consumables, labour,tools and plant, materials, etc., as per approved drawings/specification / conditions and asdirected by the Engineer‐in‐charge. NOTES: (1) Single rate will apply for all mixes (M15,M20,M25 and M30) irrespective of proportion ofmaterials used (per cubic metre (cum) of concrete)(2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibratorsand should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and otherrelevant specifications as prescribed. Weigh batching is mandatory for all PCC, RCC and PSC




Schedule 'D'

VETTED ITEMS

Sl. No.


CODE

works. (3) Rates shall include all materials, operations, etc., complete except for Cement, which will bepaid for separately. Steels including fabrication, if used, and excavations for foundations will be paid under relevant SSR or other schedules separately.(4) Shuttering and supporting form work shall be of good quality materials only. For PSC/RCCgirders/slabs/beams/columns, only rigid plate steel shutters shall be used.(5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost.(6) Admixtures as required/ as per designs shall be arranged by the Contractor at his cost.(7) All material and concrete tests as required shall be arranged by the contractor at his cost.(8) Rate includes placing of concrete in position for all heights by manual/concrete pump/craneetc.,

Quantity

Rate

Unit

Amount

223.00

2,600.00

1 CUM

6,55,174.00

( Rupees Two Thousand Six Hundred )


3

BRRC1

Reinforced Cement Concrete (M20 to M40 design mix) work (Cement & Steel will be paidseparately),with Contractors all materials including 20mm graded hard crushed stone aggregate,sand, admixture, water etc., of approved quality in foundations including below ground level, abutments, piers, pile caps, bed blocks, trestle beams, girders, pedestals, retaining walls,boxes/slabs for flat top bridges, deck slabs, girders, kerb walls, diaphrams, cross frames etc., ongirder bridges and other structures of any design/shape as required, above or below ground levelof any size and shape, including fixing and removal of contractors shutters/form work/ supports,vibrating/compacting, and providing weep holes with AC pipes 75mm to 100mm dia andnormal/approved expansion joints with necessary materials as per designs/drawings wherevernecessary, curing of concrete, pumping/bailing out of water wherever necessary withContractors own pump, power, fuel etc., finishing the surfaces wherever required etc., complete and including handling, uncoiling, cutting, bending, cranking, tying M.S./Tor Rods/wires/othersteel to form reinforcement with Contractors galvanizsed binding wire of size 18/20SWG(0.90mm) to IS280, etc., fixing in position reinforcement gauge complete as required with all lead, lift, transport, materials, consumables, labour, tools and plant, etc., and including 2 coats ofcement painting as per approved drawings/specifications/ conditions and as directed by theEngineer‐in‐charge. Plant produced Ready‐mix concrete shall be used only with the specific approval of the Dy.Chief Engineer. NOTES: (1) Single rate will apply for all mixes (M20,M25, M30, M35 and M40) irrespective of proportionof materials used (per cubic metre (cum) of concrete). Rate is for site mixed concrete. For plant produced Ready‐mix concrete, an extra payment of Rs.500/‐ per cum will be applicable. (2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibratorsand should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and other relevant specifications as prescribed. Weigh batching is mandatory for all PCC, RCC and PSCworks. (3) Rates shall include all materials, operations, etc., complete except for Cement and Steel andexcavation for foundations and substructure, if required, which will be paid for separately underrelevant SSR/other schedules. Similarly, neoprene bearing pads, expansion joints and steelladders attached to the PSC girder/slab will also be paid for separately. (4) Shuttering and supporting form work shall be of good quality materials only. For PSC/RCCgirders/slabs/beams/columns, only rigid plate steel shutters shall be used. (5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost. (6) Admixtures, binding wires, clamps/anchors etc., as required/ as per designs shall be arrangedby the Contractor at his cost. (7) 75% of the value of the work completed will be paid initially and remaining 25% will be paidafter all tests connected with concrete including materials and 7 days cube tests are




Schedule 'D'

VETTED ITEMS

Sl. No.


CODE

completed and results are accepted. Any concrete which is not passing the design/codalrequirements shall be summarily rejected. (8) Rates include cost of launching, lifting and placing of slabs/ girders on bearings if required. (9) This item will apply for all standard/special designs required in the work where such designis not specially provided for in any other schedule/item. (10) Rate includes placing of concrete in position for all heights by manual/concrete pump/craneetc.,

Quantity

Rate

Unit

Amount

3850.00

3,600.00

1 CUM

1,56,61,800.00

( Rupees Three Thousand Six Hundred )


4

BRPS1A

Pre‐stressed Cement Concrete (M35 to M50 design mix) post‐tensioned work (cement, steel, HTS wire/strands will be paid separately) in girders/slab of any design/shape, with Contractor's allmaterials including 20mm graded hard crushed stone aggregate, sand, admixture, water, etc., ofapproved quality and all special materials for prestressed concrete including Flexible GI/Othersheathing, coupler, bearing plates, anchorages, wedges, grout, anticorrosive treatment etc., ofspecial/approved quantity and quality as per designs/drawings, including post‐tensioning with contractor's own jack, power and other equipment complete, fixing and removal of contractorsshutter/form work/ supports vibrating/compacting, providing weep holes with contractor's ACpipes 75 to 100mm dia wherever necessary, providing normal expansion joints with necessary materials as per design/drawings, curing of concrete, pumping/bailing out of water wherevernecessary with Contractors own pump, power, fuel etc;, finishing the surfaces wherever required,etc., and including handling, uncoiling, cutting, bending, cranking, tying HTS/MS/TOR rods/othersteel to form tendons and reinforcement gage with contractor's galvanised binding wire of18/20 SWG(0.90mm) to IS 280, etc., fixing the tendons and reinforcement in position as required, complete, with all lead, lift, transport, consumables, labour, tools and plant, materials, etc., andincluding 2 coats of cement painting, as per approved drawings/specification/conditions and asdirected by the Engineer‐in‐charge. Plant produced Ready‐mix concrete shall be used only with the specific approval of the Dy.Chief Engineer. (a) For PSC slabs NOTES: (1) Single rate will apply for all mixes (M35, M40, M45 and M50) irrespective of proportion ofmaterials used (per cubic metre‐cum‐of concrete). Rate is for site mixed concrete. For plant produced Ready‐mix concrete, an extra payment of Rs.500/‐ per cum will be applicable. (2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibratorsand should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and otherrelevant specifications as prescribed. Weigh batching is mandatory for all PCC, RCC and PSCworks. (3) Rates shall include all materials, operations, etc., complete except for Cement, Reinforcement steel, and HTS prestressing wire/strands, which will be paid for separately under relevant itemsof other schedules. Similarly, neoprene bearing pads, expansion joints and steel ladders attachedto the PSC girder/slab will also be paid for separately. (4) Shuttering and supporting form work shall be of good quality materials only. For PSC/RCCgirders/slabs/beams/columns, only rigid plate steel shutters shall be used. (5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost. (6) Admixtures, binding wires, clamps/anchors, sheathing, bearing plates, anchorages, wedges,couplers, grout, anticorrosive treatment and all other materials required for prestressed concreteconstruction, as required/ as per designs shall be arranged by the Contractor at his




Schedule 'D'

VETTED ITEMS

Sl. No.


CODE

cost. (7) 75% of the value of the work completed will be paid after casting/initial stressing andremaining 25% will be paid after all tests connected with concrete including materials and necessary cube tests and load tests specified, if any, are completed and results are accepted. Anyconcrete which is not passing the design/codal requirements shall be summarily rejected. (8) Rates include cost of launching, lifting and placing of slabs/girders on bearings as required. (9) This item will apply for all standard/special designs required in the work where such designis not specially provided for in any other schedule/item. (10) Rate includes placing of concrete in position for all heights by manual/concrete pump/crane etc.,

Quantity

Rate

Unit

Amount

100.00

11,000.00

1 CUM

12,43,000.00

( Rupees Eleven Thousand )


5

BRPS5

Conducting and load test on PSC superstructure of all designs/dimensions duly creating and removing all loads and providing all staging and instrumentation with all lead, lift, transport,materials, consumables, tools and plant, labour etc., complete as required as per relevantSpecifications/Codes and as directed by the Engineer‐in‐charge.(Per metric tonne (t) of loading to be quoted) NOTES: (1) Load tests shall be carried out as per IRS Bridge Rules/ IRS Codes/ IRC codes as applicable.All load may be created with available local material in gunny bags or any other approved type of loading at the cost of contractor. The loads for PSC girders and slabs will be in the range of 150 to500 t depending upon the designs. Rails or other materials, if available, will be spared free ofcost but it is not binding on the Railway to provide the same. Rates include the cost of disposing all the waste materials appropriately away from the site. (2) Loading calculations and procedure shall be submitted by the contractor in advance and gotapproved. Report shall be submitted by the Contractor after the test in a proper format specifying the calculations for loads, deflections and other parameters (specified and actual) asper relevant specifications.

Quantity

Rate

Unit

Amount

900.00

600.00

1 T

6,10,200.00

( Rupees Six Hundred )


6

BRGL1A

Supply and laying of RCC Hume pipes of dia 900mm/1200mm of NP4/RDSO designs suitable forall types of Railway loading standards including providing levelling course, jointing, compactionas per approved drawings with contractor's fixing materials, collars, aggregates and all othermaterials as required with all lead, lift, transport, consumables, labour, tools and plant, etc.,complete as directed by the Engineer‐in‐charge. (per running metre length of pipe to be quoted). (a) Laying with 900mm pipe NOTES: (1) Rates include all materials, operations etc., complete except cement used which will be paidfor separately. (2) Contractor shall produce design/ test reports to prove the suitability of the Hume Pipe.Decision regarding standard of pipe to be used by the Engineer‐in‐charge is final and binding on




Schedule 'D'

VETTED ITEMS

Sl. No.


CODE

the contractor. (3) Rates include local transport within the section only. Transport from factory upto thesection/office of the Engineer‐in‐charge will be paid under relevant SSR items.

Quantity

Rate

Unit

Amount

100.00

5,000.00

1 RM

5,65,000.00

( Rupees Five Thousand )


7

BRGL1B

Supply and laying of RCC Hume pipes of dia 900mm/1200mm of NP4/RDSO designs suitable for all types of Railway loading standards including providing levelling course, jointing, compactionas per approved drawings with contractor's fixing materials, collars, aggregates and all othermaterials as required with all lead, lift, transport, consumables, labour, tools and plant, etc., complete as directed by the Engineer‐in‐charge. (per running metre length of pipe to be quoted). (b) Laying with 1200mm pipe NOTES: (1) Rates include all materials, operations etc., complete except cement used which will be paid for separately. (2) Contractor shall produce design/ test reports to prove the suitability of the Hume Pipe.Decision regarding standard of pipe to be used by the Engineer‐in‐charge is final and binding onthe contractor. (3) Rates include local transport within the section only. Transport from factory upto thesection/office of the Engineer‐in‐charge will be paid under relevant SSR items.

Quantity

Rate

Unit

Amount

190.00

5,800.00

1 RM

12,45,260.00

( Rupees Five Thousand Eight Hundred )


8

BRGL3

Supply, fabricating and fixing of gratings for inspection chambers, inspection ladders, platforms,hand railing on bridges, Box girder doors etc., to facilitate inspection/locking with contractorãs M.S rods/ plates/ flats/ pipes of appropriate sizes including anti‐corrosive painting and providing anchorage, locking arrangement as required complete with all lead, lift, transport,consumables, labour, tools & plants etc., complete and as directed by the Engineer‐in‐charge.

Quantity

Rate

Unit

Amount

0.50

46,000.00

1 T

25,990.00

( Rupees Forty Six Thousand )


9

BRGL4

Drilling of 25mm/40mm dia holes in concrete/stone masonry/hard rock underground/overground, to a depth of 400mm for dowelling/ anchoring including fixing of steeldowels/angles/flats and grouting with cement mortar (1:3) with Contractors all materials,drilling equipment, lead, lift, labour, transport, tools & plant, consumables, etc., complete (excluding cement & steel) as per specifications and as directed by the Engineer‐in‐charge. NOTES:‐ (1) Rate includes all materials, operations etc., excluding cement and steel, which will be paidunder other relevant schedules.

Quantity

Rate

Unit

Amount

100.00

150.00

1 NOS

16,950.00

( Rupees One Hundred and Fifty )





Schedule 'D'

VETTED ITEMS

Sl. No.


CODE

10

BRGL5

Supplying, providing and removing heavy duty shoring for excavation in foundation trenches for bridges and buildings only near existing bridge/track/building to a depth not less than 3.0m asper specific shoring plans issued by the Dy.Chief Engineer‐in‐charge based on Railways Sketch No:ST/CN/BNC/06‐2009, with Contractorãs all materials (excluding rails to be supplied by theRailways free of cost but to be returned by the Contractor), with all lead, lift, labour, transport,tools & plant, consumables, etc., complete and as directed by the Engineer‐in‐charge. NOTES:‐ (1) Rate is per square metre (sqm) of elevational area of the shoring. (2) The item shall be operated with the specific approval and drawing issued by the Dy.ChiefEngineer and shall be used only in unsafe/instability conditions involving depth of excavations to more than 3.0m below the ground level/existing foundations/to slope of existing formationsleeper than 1:1. (3) Total payment under this item shall be restricted to a maximum of 10% of the payment forearthwork and/or concreting done upto 3.0m below ground level/existing foundation levelonly.as specified.

Quantity

Rate

Unit

Amount

200.00

1,000.00

1 SQM

2,26,000.00

( Rupees One Thousand )


6,00,81,874.00


Schedule D Departmental Value :

0.00

6,00,81,874.00

Schedule D Total :

Rupees in Words ( Rupees Six Crore Eighty One Thousand Eight Hundred and Seventy Four And Paise Sixty ONLY )




Annexure - II

Tender Ref No :-

GNJA/49

Notice Date :-

02/12/2015

Dept : ENGINEERING





Schedule 'E'

VETTED ITEMS

Sl. No.


CODE

1

ST1‐001

Supply of High Yield Strength Deformed reinforcement steel bars/wires of grade FE415/500/550 confirming to IS 1786‐1985 (upto date) at site of work to the extent actually required for the work including all cost of loading, unloading, leading, transporting, stacking,storing, labour, consumables, machinery, vehicles etc., complete and as directed by the Engineer‐in‐charge. NOTE: (1) The rate quoted for this item is applicable for both Fe500 and Fe550. FE 415 steelused will be paid with a reduction of Rs.2000/‐ from the agreed rates. Steel shall be procured only from any of the following manufacturer's SAIL, TISCO, IISCO, RINL. (2) Stage payment for supply of steel shall be limited to 75% of the agreed rates subject toproduction of Bank Guarantee/Indemnity Bond as specified, Test certificates, Insurance,limitation in quantity supplied at a time, conditions for stacking/storing/ preserving at site. However, this payment will be restricted to a maximum of 30% of the Schedule quantity at anypoint of time. (3) Payment for reinforcement rods/wires will be made as per actual used including over laps,cranks, bends, etc., if any, as per approved drawing and as per Special Conditions for use of steel.However, no payment will be made for any wastages. Quantity will be calculated for nominaldiameter of the bars using standard weights per running metre or as per actual weightswhichever is less. (4) Binding wire, clamping materials etc., used in construction will not be treated as supply itemsunder this schedule and will be governed by the Schedule and Special Conditions under therelevant items of concreting etc., and no extra payment shall be eligible. (5) Reinforcement steel shall be supplied and used as per approved drawings and as perinstructions of the Engineer‐in‐charge. (6) The steel shall be as per specified code and the process of manufacturing shall be the latestand as recommended by the relevant IS Specifications. However, the rates quoted shall apply toall types of manufacturing and no extra payment is admissible in this regard.

Quantity

Rate

Unit

Amount

858.00

51,790.00

1 T

4,44,35,820.00

( Rupees Fifty One Thousand Seven Hundred and Ninety )


4,44,35,820.00


Schedule E Departmental Value :

0.00

4,44,35,820.00

Schedule E Total :

Rupees in Words ( Rupees Four Crore Forty Four Lakh Thirty Five Thousand Eight Hundred and Twenty And Paise




Annexure - II

Tender Ref No :-

GNJA/49

Notice Date :-

02/12/2015

Dept : ENGINEERING





Schedule 'F'

VETTED ITEMS

Sl. No.


CODE

1

EW2‐302

Blanketing of formation: Manufacturing, supplying, transporting to site, spreading in layers,compacting the blanketing material and dressing/finishing the formation to profile as per RDSOspecification No.GE:G‐1 with upto date correction slips conforming to upper blanket layer guidingenveloping curves as per sketch B RDSO's Drawing No.GT/SD/0011/ Rev.2/2001 of the saidspecification including spreading and compacting with vibratory rollers of adequate capacity,duly sprinkling water/ allowing to dry to achieve optimum moisture content as specified,complete in all respects and as directed by Engineer‐in‐charge. Rate includes all materials, transporting/leading/unloading, spreading, labour, manufacturing, mixing & blending by any means, all tests on materials, to obtain the specified gradation, leads, lifts, assent, dissent,crossing of nalla /stream and all other obstructions, all machinery, tools and plants, handling andre‐handling of the materials, fuel, royalty, octroi, licensing charges, incidentals, etc, complete. Note:(i) The blanket material should be manufactured, if necessary, for the purpose of achievingthe distribution curve, by blending various materials such as crushed stone aggregates, naturallyavailable mineral materials such as gravel/river sand/soil of various gradations. (ii): Blanket material produced should generally conform to following specifications: (a) It should be coarse, granular and well graded (b) Skip graded material is not permitted. (c) Non‐plastic fines (particles of size less than 75 micron) are limited maximum to 12% whereasplastic fines (particles of size less than 2 micron) are limited maximum to 5%. (d) The blanket material should have particle size distribution curve within upper layer of enveloping curves shown in sketch B (RDSO's Drawing No.GT/SD/0011/Rev.2/2001). (e) The material should be well graded with Cu and Cc as under: Uniformity coefficient,Cu=D60/D10 > 4 Co‐efficient of curvature, Cc = D302/D60xD10 between 1 & 3 (iii) The net payable blanketing quantity will be based on cross section measurements and whatis within the required profile of blanketing. (iv) The tenderer must ensure following before submitting his offer: (a) The tenderer shouldsurvey the work area, quarries for the raw materials for blanketing and all relevant factorsaffecting the progress of work. (b) The tenderer should complete the testing, work out themodalities of producing blanketing material as per specification and the required progress, submit the types of materials and their proportions required for mixing to get the desiredmaterial. (v) Blending by mechanical means by using pug mill is preferable to achieve uniformity of thefinished blanket material. Extra payment for mechanical blending by using pug mill will be paid @ 10% of the quoted rate against this item. (vi) If the quantity of blanketing is more than 30,000 cum, then the work of blending shall beexecuted by mechanical means using pug mill only. No other means will be permitted for blending of blanketing material. Additional payment @ 10% of the quoted rate against this itemfor mechanized blending work with pug mill shall be applicable in this case as per item no.5 ofthe note.

Quantity

Rate

Unit

Amount




Schedule 'F'

VETTED ITEMS

Sl. No.


CODE

58500.00

360.00

1 CUM

2,10,60,000.00

( Rupees Three Hundred and Sixty )


2,10,60,000.00


Schedule F Departmental Value :

0.00

2,10,60,000.00

Schedule F Total :

Rupees in Words ( Rupees Two Crore Ten Lakh Sixty Thousand And Paise Twenty One ONLY )




Annexure - II

Tender Ref No :-

GNJA/49

Notice Date :-

02/12/2015

Dept : ENGINEERING





Schedule 'G'

VETTED ITEMS

Sl. No.


CODE

1

ST002

Supplying of High Tensile Steel wires/strands to IS 14268 (upto date) of suitable dia as approvedin designs/ drawings/ conditions from approved manufacturer at the site of work to the extentof quantity required for various items of works in schedule of items including all cost of loading,leading, transporting, storing, unloading, handling, rehandling, stacking, protecting etc., in the contractor's store godowns as per IS specifications with all lead, lift, transport, consumables,labour, tools & plant and all other incidental charges etc., complete and as directed by theEngineer‐in‐charge. NOTE:‐ (1) Payment will be made only for HTS wire/strands used in the structure for lengths measuredfrom bearing plate to bearing plate or face to face of the structure and no extra for wastage etc.,will be allowed. (2) 50% of the agreement rate will be paid for the HTS wire/strand brought to the site on production of Indemnity Bond/Bank Guarantee as per Special Conditions and other necessarycertificates and the balance will be paid only after completion of all works connected toprestressing and certification of the quality of the slab/girder/etc., where the HTS materials areused.

Quantity

Rate

Unit

Amount

4.20

63,800.00

1 MT

2,67,960.00

( Rupees Sixty Three Thousand Eight Hundred )


2,67,960.00


Schedule G Departmental Value :

0.00

2,67,960.00

Schedule G Total :

Rupees in Words ( Rupees Two Lakh Sixty Seven Thousand Nine Hundred and Sixty And Paise Twenty Six ONLY )




Annexure - II

Tender Ref No :-

GNJA/49

Notice Date :-

02/12/2015

Dept : ENGINEERING





Schedule 'J'

NON VETTED ITEMS

Sl. No.


CODE

1

066825

Improving bearing capacity by removing loose soil, filling with boulders, sand, rolling with vibro roller in layers of 30cm thick.

Quantity

Rate

Unit

Amount

380.00

550.00

1 CUM

2,09,000.00

( Rupees Five Hundred and Fifty )


2

082854

Conducting Plate load test and submitting report

Quantity

Rate

Unit

Amount

2.00

15,000.00

1 NOS

30,000.00

( Rupees Fifteen Thousand )


2,39,000.00


Schedule J Departmental Value :

0.00

2,39,000.00

Schedule J Total :

Rupees in Words ( Rupees Two Lakh Thirty Nine Thousand And Paise Twenty Three ONLY )



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