1 2 No: GMRC/Civil Maintenance/EW/PH 1/2020 · 2020. 8. 14. · 1. 2. Key Details G. Tender...

of 2 RFP No: GMRC/Civil Maintenance/EW/PH‐1/2020

Civil Maintenance work for 6.7 km Viaduct, Apparel Park Depot and 6 Stations of Priority reach

of E-W Corridor for Ahmedabad Metrorail Project Phase-1 Addendum-2, dated 14-08-2020

SN Tender Clause, Page No

Condition Response

1. 2. Key Details G. Tender security Page – 3 of 177

INR 5.38 Lac as Bank-Guarantee / Demand Draft (Refundable) [Demand Draft /Banker’s cheque/ Bank Guarantee/Fixed deposit / Bank Guarantee drawn on a Scheduled Commercial Bank based in India and should be in favor of “GUJARAT METRO RAIL CORPORATION (GMRC) LIMITED] On award of work to successful Contractor, the EMD/Tender Security will be released to the unsuccessful Contractors.

INR 2.69 Lac as Bank-Guarantee / Demand Draft (Refundable) [Demand Draft /Banker’s cheque/ Bank Guarantee/Fixed deposit / Bank Guarantee drawn on a Scheduled Commercial Bank based in India and should be in favor of “GUJARAT METRO RAIL CORPORATION (GMRC) LIMITED] On award of work to successful Contractor, the EMD/Tender Security will be released to the unsuccessful Contractors.

2. 10. General Conditions of Contract Sub-Clause 4.2. (i) Page-70 of 177

Within 30 days of receipt of the Letter of Acceptance, the successful Tenderer shall furnish Performance Security in the form of a bank guarantee from a branch in India of a scheduled foreign bank or from a scheduled commercial bank in India acceptable to the Employer for an amount of 10% (ten per cent) of the Contract value in types and proportions of currencies in which the Contract Price is payable.

Within 30 days of receipt of the Letter of Acceptance, the successful Tenderer shall furnish Performance Security in the form of a bank guarantee from a branch in India of a scheduled foreign bank or from a scheduled commercial bank in India acceptable to the Employer for an amount of 5% (five per cent) of the Contract value in types and proportions of currencies in which the Contract Price is payable.

3. 3. Key Details G. Tender security Page – 3 of 177

J. Performance Security (To be submitted by successful Contractor on award of work)

10% of the Contract value

J. Performance Security (To be submitted by successful Contractor on award of work)

5% of the Contract value 4. 15.1 Professional

Indemnity Insurance

Page 115 of 177

The Contractor shall effect and maintain professional indemnity insurance, preferably in the name of GMRC, for the amount in Indian Rupees stipulated in Appendix FT-1 (clause 8) to the Form of Tender in respect of any design of the Works to be carried out by, or on behalf of the Contractor. This insurance, which shall ensure the Contractor’s liability by reason of professional negligence and errors in the design of the works, shall be valid from the date of commencement of Works

Deleted

5. 4.13 Programmes 9 Sub-Clause 4.13 Page -123 of 177

The Contractor shall submit a detailed programme to the Engineer after receipt of the Letter of Acceptance not later than 28 days from the date of receipt of Letter of Acceptance.

Deleted

of 2 RFP No: GMRC/Civil Maintenance/EW/PH‐1/2020

Civil Maintenance work for 6.7 km Viaduct, Apparel Park Depot and 6 Stations of Priority reach of E-W Corridor for Ahmedabad Metrorail Project Phase-1 Addendum-2, dated 14-08-2020

SN Tender Clause, Page No

Condition Response

6. 4.14 Progress reports

The Contractor shall submit to the Engineer by the end of each calendar month his Monthly Progress Report which shall, amongst other things, highlight actual or potential departures from the Works Programmes and/or the Design Submission Programme and state the measures which the Contractor proposes to take in order to make good or reduce any delay.

Deleted

7. BOQ IN 4.3

Page-157 of 177

Providing, laying, jointing, grouting including fixing in position to backing, pre-polished, 20 mm thick granite, in sizes not less than 600x1200x20mm and rubbed to smooth mirror finish for Veneering/Cladding work to walls, beams, columns, pilasters, fascia, upstands, jambs, sills, copings, soffits of openings and beams, with grout mortar of thickness to be ascertained at site so as to achieve true lines, levels, plumb, planes etc. subject…

Please refer Annexure-1 & Annexure-2 of Addendum-2, dated 14-08-2020

8. SCC, Clause 18

GCC Sub-Clause 10.1, Page-132 of 177

Defects Liability (Supplementary information to GCC Sub-Clause 10.1)

The Defect Liability Period (DLP) shall be 52 weeks after the date of issue of the latest Taking over Certificate for the whole of the works. For the works E&M the defect liability period would be 52 weeks after the guarantee or warranty completed for particular plant or machinery.

The Defect Liability Period (DLP) shall be 06 months after the date of issue of the latest Taking over Certificate for the whole of the works. For the works E&M the defect liability period would be 06 months after the guarantee or warranty completed for particular plant or machinery.

9. 2. Key Details 2nd Row, Page – 3 of 177

B. Last Date and time of submission of Technical & Financial Bid 17/08/2020, 15:00 Hrs.

B. Last Date and time of submission of Technical & Financial Bid 19/08/2020, 15:00 Hrs.

10. 2. Key Details 3rd Row, Page – 3 of 177

C. Opening of Technical & Financial Bid 17/08/2020, 15:30 Hrs.

C. Opening of Technical & Financial Bid 19/08/2020, 15:30 Hrs.

RFP no. GMRC/Civil Maintenance /EW/PH‐1/2020 Page 1 of 1

Annexure – 1 of Addendum - 2

Tender Notice No. : GMRC/Civil Maintenance/EW/PH-1/2019

Name of Works Civil Maintenance work for 6.7 km Viaduct, Apparel Park Depot and 6 Stations of Priority reach of E‐W Corridor for Ahmedabad Metrorail Project Phase‐1

Annexure – 1/R (i.e. Summary Sheet of Bill of Quantity)

Sr. No Schedule Basic Cost (in Rs.)

Percentage above/below the BOQ Rates to be Quoted by the Tenderer In Figures

Above(+)/ Below(‐) In Words

Above(plus)/ below(minus)

1 Schedule - A CIVIL WORK (DSR Items-2018)

1,40,00,000

…………………………………….. ……………………………………..

2 Schedule - B BUILDING WORKS (Non DSR Items)

54,07,356 55,24,675.86

…………………………………….. ……………………………………..

3 Schedule - C ROAD WORKS (Non DSR Items)

75,27,610

…………………………………….. ……………………………………..

Note : 1.0 The tenderer shall quote a single percentage (Above/Below the Basic Cost). 2.0 The single percentage quoted against respective schedules shall also apply on all the items of the chapter under R & B Dept. Building SOR (2015-16) & Electrical SOR (2012-13) 3.0 The bidder’s quote to be filled in Annexure – 1 (i.e. Summary Sheet of Bill of Quantity), it should be inclusive of all taxes. 4.0. The tax bifurcations to be filled in Annexure – 2 (i.e. Details of Taxes and Duties).


Annexure – 2 of Addendum ‐ 2

Schedule B-Non-DSR-Building Works Sr. No.

Description of Item Unit (in Rs) BasicRate

Quantity Amount(Rs)

1 Windows/glazing: Ext for 12.76 mm to PVB laminated glass

Sqm 7897.04 25 197425.99

2 False ceiling

2.a Providing and fixing aluminium lineal ceiling using 84 mm x 16 mm deep, aluminium alloy AA 3105 with panel ceiling, type 84 R Exterior grade, manufactured by Hunter Douglas/ Interach Building Products Ltd. or approved equivalent in approved colour and enamelled aluminium panel carriers of satin black colour, panel carriers suspension system, including cut-outs and additional framing around light fixtures, grilles, diffusers, access panels, etc. all as per specifications and as directed complete. Rates shall be inclusive of linear cell panels, Horizontal and vertical suspension, Grid elements, Perimeter trims, Carriers, wire clips and all other accessories etc. complete inclusive. The carrier spacing shall not exceed 1 metre centre to centre and these will be suspended at every 800 mm centre to centre. It includes a.Coil Coated finish or b.Powder coated finish

Sqm 1940.84 100 194084.10

Annexure-2 to Addendum-2




Quantity Amount(Rs)

2.b Providing and fixing tiled false ceiling of approved materials of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams /sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to ger required length and of size 24 x 38 mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm centre to centre to form a grid of 1200 x 600mm and secondary cross "T" of length 600mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200 x 600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85x30x0.8mm spaced at 1200mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.Providing and fixing of Flex alum metal tile ceiling system manufactured by M/s. Hunter Douglas India Pvt. Ltd or equivalent comprising of tile of 600 mm wide and 600 mm long manufactured out of 0.50mm thick GI perforated for desired openings and patterns giving a 22% open area. The tile will be manufactured on advanced equipment that includes several levelling stages in the manufacturing process. Tile ends will be raised with pips and stops to ensure positive engagement into the spring to enable for de-mounting of individual panels. The tile sides will be sufficiently high to ensure a minimum deflection across the length of tile. All tiles will be bevel edged. The tile shall be polyester based, powder coated in white colour. The tiles shall be clipped into clip in profile of 0.50 mm thick G.I. The clip in profile shall be supported from slab by means of rigid suspension of 4 mm G.I. rod hold on clamps with clip.

Sqm 1824.63 100 182462.70

3 Flooring





Quantity Amount(Rs)

3.1 Providing, laying mirror polished granite stones 20mm thick, all to required sizes, design, details and pattern as per drawings, including diagonal, inlays, borders, margins in one or more types of stone over prepared base mortar with ordinary Portland Cement, fit jointed with/ without groove, with white cement slurry mixed with pigment to match shade of granite including all finishing, all as required, as per specifications and drawings and as directed complete in floors, landings with upto 30mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) using hairline finish (unless otherwise specified) and curing, rubbing, mirror polishing / honing / sand blasting, washing, cleaning, making cut out for services as instructed etc.. Note: Mirror polished granite of all shades and textures available in Quarries of Nearby States (Gujarat, Rajasthan etc.,) ,In approved polished (mirror/honed) Base Light Coloured Granite stone slabs in minimum size 1200 mm x 600 mm in flooring, In approved polished (mirror/honed) Dark Coloured Type-1 Granite stone slabs in minimum size 1200 mm x 600 mm in flooring, In approved polished (mirror/honed) Dark Coloured Type-2 Granite stone slabs in minimum size 1200 mm x 600 mm in flooring, In approved sand blasted Light Coloured Granite stone slabs in minimum size 1200 mm x 600 mm in flooring, In approved sand blasted Dark Coloured stone slabs in minimum size 1200 mm x 600 mm in flooring, In approved mirror polished Green Kota stone slabs in minimum size 600 mm x 600 mm in flooring

Sqm 3012.45 50 150622.50

3.2 Providing & fixing in position plain cement concrete of mix 1:2:4, with 20mm and down size gladded granite metal coarse aggregate. Concrete laid in layers not exceeding 15cm thick well compacted, including cost of chipping & levelling of the floor as required all leads & lifts, staging materials, labour, hiring of machines (HOM) curing etc., all complete as per drawing, specification and as directed by engineer 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

CuM 7585.20 30 227556.00

3.3 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete

sqm 629.45 30 18883.62





Quantity Amount(Rs)

3.4 Providing and fixing removable raised/ false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of:a) Providing at required spacing to form modular frame work, pedestals made out of GI tube of thickness minimum 2 mm and 25mm outer diameter, fully welded on to the G.I. Base plate of size 100mm X 100mm X 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mm x 75mm x 3.5mm welded with GI fully threaded stud 16mm outer diameter with two Gi check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug.b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestals head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal dns stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge.c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of steel Gauges : top 0.6mm and bottom 0.7mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyro grip non-combustible Portland cementitious core mixed with lightweight floaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology upto 1mm thickness for superior adhesion and Surface flatness within 075mm. The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm X 25mm without collapse in the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1500 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product.450 mm Finished Floor Height (FFH)

Sqm 4685.01 50 234250.38

3.5 Chequered precast cement concrete tiles 22 mm thick in footpath, skywalk & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand). Dark shade pigment using white cement

sqm 818.43 50 40921.65





Quantity Amount(Rs)

3.6 Providing and laying vitrified floor tiles of light and dark shades, in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints (paper joints) with white cement and matching pigments etc., complete. Size of Tile 600x600 mm. Laser machines shall be used for cutting tiles for cut / corner tiles and the cut edges shall be grounded smooth to obtain straight and hairline joints.

Sqm 1653.39 50 82669.65

3.7 Providing & laying flooring with 1:2:4 cement concrete 40mm thick using broken granite metal of 20mm and down size laid to line and level in one layer and finish with a floating coat of neat cement, including cost of material, labour, complete all as per specification.

Sqm 415.54 50 20776.88

3.8 Providing skirting upto 300 mm, height with cement mortar 1:3 finished with a floating coat of neat cement, including rounding off junctions floor, overall 18 mm thick including cost of material, labour, complete as per specification. Including cutting to required shape, set in 15 mm thick cement mortar 1:3 backing coat or set in special tile adhesive paste as per manufacturer's guide lines, finished to proper levels, slopes including neat cement float, pointed flush in white cement pigmented to match the shade of the tile, etc. complete all as directed by Engineer. (The edges shall be ground with laser cut to give smooth and straight edges such as to obtain hairline joints.)

Sqm 443.65 25 11091.15

3.9 Providing and fixing 10 mm thick acid and / or alkali resistant vitrified tiles of approved make and colour using acid and /or alkali resisting mortar bedding and joints filled with acid and / or alkali resisting cement as per IS:4457 complete as per the direction of Engineer-in-charge.For flooring on a bed upto 30 mm thick mortar 1:4 (1 appropriate cement : 4 coarse sand).

Sqm 1446.84 30 43405.11

3.10 Providing and fixing 10 mm thick acid and / or alkali resistant vitrified tiles of approved make and colour using acid and /or alkali resisting mortar bedding and joints filled with acid and / or alkali resisting cement as per IS:4457 complete as per the direction of Engineer-in-charge. For dado/skirting on 12 mm thick mortar 1:4 (1 appropriate cement : 4 coarse sand).

Sqm 1520.57 30 45617.04

3.11 Providing and laying glazed tile dadoing using glazed tiles conforming to IS.777-1970,2.20 M high with tiles of 200x100 mm size and 6mm thick of approved quality, brand and colour for toilets,over 12mm thick,1:3 cement mortar backing, pointed neatly with white cement mixed with colouring pigment to match colour of tile,properly cures and finished in all respects including cost of material and labour complete, at all levels including lead ,lifts and descentsetc., complete as per drawing and specifications and as directed by engineer in-charge.

Sqm 983.90 30 29517.08





Quantity Amount(Rs)

3.12 Providing and laying in position on floor ,skirting and in bands vitrified monolithic homogeneous unglazed anti skid/Uni colour series floor tiles 300x300x7.3mm thick of approved make, specification and colours like terracota,polo,mushroom,nut brown laid over upto 30mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) to the pattern as called for including finishing the joints with matching pigment and approved grouting materials, cutting borders, chamfering of edges, marking of tiles shapes on the wall etc., complete.

Sqm 1117.26 25 27931.58

3.13 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

Sqm 1691.50 25 42287.44

3.14 Providing and fixing Yellow warning FRP tile of dimensions 600x100x8mm thick for a width of 100mm through out the length of the platform using epoxy tile adhesive material as per the manufacture specification and the direction of Engineer in charge.

Sqm 1566.08 50 78303.80

3.15 Providing & laying 100mm wide strip of 8mm thick Yellow warning strip made of heavy duty Vitrified ceramic tile on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), sprinkled with white cement and jointed with white cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing complete. Rates include coordination with other agencies for cut-outs, holes and finishing of the same.

Sqm 1585.25 30 47557.50

3.16 Providing and laying broken white glazed China mosaic flooring for plain and curved surfaces on terraces, floors, balconies, roofs etc. comprising of 12mm to 20mm size broken pieces of ceramic/ glazed tiles, laid over cement mortar 1: 3 bedding on plain or sloped surfaces. The flooring shall be tamped to bring the cement mortar cream upto the surface, including rounding of junctions and extending them upto 30 cm along the parapet. The rate shall include bands, if different colour is used, any pattern or design as per drawing and direction, finishing with white cement, curing, cleaning with water and oxalic acid, etc. complete at all levels, as directed and to satisfaction to the engineer in charge. Rate shall include all tools, tackles, machines, necessary scaffolding, adding of waterproofing material as recommended in the bedding mortar by the Engineer in charge.

Sqm 445.20 20 8904.00

4 Toilet/Washroom





Quantity Amount(Rs)

4.1 Providing and fixing in position GI Gutter of 2mm thick sheet of approved quality including fabrication and erection with self tapping screws epdm washers with necessary laps and stiffeners, application of sealant, making provision for drainage spout with all leads and lifts etc. Complete as per drawing and specifications. ( Measurement to be as per profile area)

Sqm 1771.90 2 3543.80

4.2 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete..

Each 454.64 4 1818.56

4.3 Providing, laying, jointing, grouting including fixing in position to backing, prepolished, 20 mm thick granite, in sizes not less than 600x1200x20mm and rubbed to smooth mirror finish for Veneering/Cladding work to walls, beams, columns, pilasters, fascia, upstands, jambs, sills, copings, soffits of openings and beams, with grout mortar of thickness to be ascertained at site so as to achieve true lines, levels, plumb, planes etc. subject to a minimum thickness of 20 mm for the grout cement mortar 1:4, and making of openings for service and other outlets etc. all to pattern, design and details as per drawings or as directed and including preparing the backing to receive the granite work, white cement mortar, mixed with pigment to match colour of granite for bedding and jointing, including curing, rubbing, sand blasting, washing, cleaning, providing cut-out for services, machine cutting, providing machine drilled holes, recesses, rebates for stainless steel attachments/ fixings, providing movement joints etc. all as per drawings, specifications and as directed complete (stainless steel attachments/fixings shall be paid separately). Provision to be made for "V" groove as per drawing, design and as approved by engineer. All shades and textures of granite available in Quarries of Nearby states (Gujarat, Rajasthan etc.,)

Sqm 446.254373.25

30 13387.50 1,31,197.50

4.4 Providing and fixing white vitreous china pedestal type water closet (European type )with seat and lid, 10 litre low white various china flushing system & C.P flush bend with fittings & C.I Basets, 40mm flush bend, overflow arrangement with special 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.

Nos 5980.75 10 59807.50

4.5 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm size with automatic flushing cistern with standard flush pipe and C.P brass spreaders with brass unions and GI clamps complete, including painting of fittings and each brackets cutting and making good the walls and floors wherever required. One urinal wash basin with 5 litre white PVC automatic flushing cistern

Nos 4157.63 10 41576.25





Quantity Amount(Rs)

4.6 Providing and fixing wash basin with C I brackets, 15 mm C. P. brass pillar taps, 32mm C.P. brass waste of standers pattern including painting of fittings and brackets , cutting and making good the walls wherever require. White Vitreous China wash basin size 630x450 mm with a pair of 15mm Cc.P brass pillar taps

Nos 2913.94 10 29139.38

4.7 Providing and fixing mirror of superior glass (of approved quality ) and of required shape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing. Rectangular shape. 1500x450mm

Nos 1665.56 15 24983.44

4.8 Providing and fixing mirror of superior glass (of approved quality ) and of required shape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing. Rectangular shape. 1200x1300mm

Nos 3121.88 10 31218.75

4.9 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with C.P brass with conceal fittings arrangements of approved quality and colour. 600 mm long towel rail with total length of 645 mm width 78 mm and effective height of 88 mm weighing note less than 190 gms.

Nos 676.93 10 6769.25

4.10 Providing and fixing vitreous toilet paper holder of vitr with mortar / white cement with all fittings and fastenings all complete as required

Nos 418.19 15 6272.81

4.11 Providing and fixing of bib cock with health faucet with flexible pipe of appropriate length with a separate stop cock for the health faucet. The cost to include all fittings and fastenings all complete as required

Nos 1631.25 40 65250.00

4.12 Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing note less than 105 gms each.

Nos 286.05 40 11442.00

4.13 Providing and fixing of CP grab rail in PWD Toilet. The cost to include all fittings and fastenings all complete as required

Nos 731.25 15 10968.75

4.14 Providing and fixing Urinal Partition of 20mm thick of approved material granite/plastic as specified. The cost shall include all fittings and fastenings all complete as required

Nos 1406.25 20 28125.00

4.15 Providing and fixing 32 mm CP brass flush valve concealed or exposed type with isolation valve, CP brass flush bend etc. including all fittings and fastenings all complete as required

Nos 4275.00 20 85500.00

4.16 Providing and fixing electronic sensors for flushing in urinals Nos 9900.00 40 396000.00





Quantity Amount(Rs)

4.17 Proving fixing white vitreous china oval counter bottom fixed wash basin, installed below granite / marble counter (or as per architects approval) with CI bracket 15mm CP brass pillar taps, 32mm CP brass waste of standard pattern, including painting of fittings and brackets cutting and making good of the walls wherever required. Wash basin size 630x450.

Nos 2512.94 10 25129.38

4.18 Providing and fixing heavy cast brass C.P coat hooks fixed with rawl plugs with C.P brass screws all complete as required

Nos 281.25 25 7031.25

4.19 Providing and fixing automatically operated Hand Dryer with in-built heating unit and twin blowers of NovoTech or equivalent make

Nos 11250.00 10 112500.00

5 Door locks

5.1 Providing and fixing chromium plated brass 100mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

Set 3086.21 25 77155.31

5.2 Providing and fixing Aluminium door stops/wall stoppers to flush doors or panelled solid and glazed doors, etc., complete as per drawings and directions of engineer in charge.

Each Shutter

44.10 50 2205.00

5.3 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

each 1227.27 25 30681.79

5.4 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. complete :Size 200 X 10 mm

Each 93.19 50 4659.70

6 Viaduct 6.1 Elastomeric Bearings: Providing, fitting, and fixing in position true in line and level elastomeric

bearings, complete in all respect with all components incl grouting with non-shrink cementitious grout as per drawing and technical specifications.

(i) for elastomeric beating below superstructure Cum 0.84 1536000 1290216.96

(ii) for elastomeric bearing on sides of shear key stopper Cum 0.79 300000 2,37,513.00 2,37,0000.00





Quantity Amount(Rs)

6.2 Providing and laying M50/20 grade reinforced cement concrete using OPC grade 53 cement for viaduct piers, abutment of all heights (standard pier, portal pier, pier of balance cantiliver and cantiliver pier, pier head, Abutment, shear key and pedestal at top including shuttering scaffolding and all related operations required to complete the work at all levels including centering, shuttering, propping, staging, scafolding, curing, necessary tools, plants, machinery and all related operations etc. for all heights using steel material for shuttering and steel props form work to be designed in such a way that traffic on road is allowed during the work at all times. Rate shall include cost of providing grooves if required (the ribs/grooves in the pier shutter if required, shall be as per drawing) reinforcement shall be paid saperately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability, curing compound as per specification and approval of Engineer.

Cum 9477.35 20 189546.96

Note: (i) No Cold joints permitted. However cold joints at the junction of "pile cap pier" and at the top surface of the starter of pier (which is normally less than 2m length), cold joints are un avoidable. In that case old concrete surface should have adequate shear keys depressions, reinforced dowels and a layer of concrete bonding compound. Concrete retarder compound may also have to be used at the concrete surface of starter pier above the pile cap. The rate is inclusive of all above bonding agents/ methods. however if any additional cold joints are unavoidable due to the reasons beyond the control of contractor. All above bonding measures shall be on account of the contractor.(ii) Concreting must be carried out using concrete pumps or concrete placer booms.

6.3 Expansion Joint: Compression seal joint Providing and installing compression seal joint confirming to specification including provision of edge beams at end edges of both at joining precast diaphragm segments, cast in situ units and all related operations as required to complete the work as specified in specifications.

RM 9306.45 100 930645.45

Total 54,07,355.93 55,24,675.86


1 2 No: GMRC/Civil Maintenance/EW/PH 1/2020 · 2020. 8. 14. · 1. 2. Key Details G. Tender...

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