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Tender Value
₹1.8 Cr
EMD Value
₹2.4 L
Closing Date
30 Dec 2025, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN CSTM
17 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB(Placed at Page No.35 of tender form and document attached), along with copies of Audited Balance Sheets and Profit and Loss statement duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
For details refer attached documents
(a)The tenderer must have successfully completed or substantially completed (For more details refer attached documents), any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:(i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. (For more details refer attached documents).
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
For more details refer attached documents
Defination of Similar Work :- Any type of civil work viz. building upto G+4 & structures work, pipe lines, underground & overhead tanks, foundation treatment works in any Railway embankment / cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
16 conditions · 4 needing a document upload
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents.
The Bank Guarantee bond shall be as per Annexure- VIA (Placed at Page No. 35-36 of tender form), and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii).The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. .(i.e. excluding the last date of submission of bids) (iii).Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv).The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v).The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii).The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tenderer should mandatory submit documentary proof as per the attached checklist document.
Tenderers are abiding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Document attached - Tender form
Maintenance period 12 month.
A)WB-Miscellaneous repairs work of various under SSE/W/WB. B) BP-External water proofing, repairs to staircase, grills, down take pipe, sewage chambers, chajjas repairing etc. in greyland building at Badhwar Park.
CR-DRMWBB-2025-39-01~CR
CR-DRMWBB-2025-39-01
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹2.4 L
30 Dec 2025
28 Nov 2025
9 Dec 2025
239 items across 3 schedules · ₹25,17,443.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 200 | 494.1 | 98,820 |
| 2 | All kinds of soil | cum | 60 | 177.5 | 10,650 |
| 3 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 15 | 7,878.5 | 1,18,177.5 |
| 4 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 60 | 9,895.2 | 5,93,712 |
| 5 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 1 | 10,852.95 | 10,852.95 |
| 6 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 5 | 736.4 | 3,682 |
| 7 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 200 | 107.85 | 21,570 |
| 8 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30 | 9,344.35 | 2,80,330.5 |
| 9 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 40 | 8,333.65 | 3,33,346 |
| 10 | Area of slab upto 0.50 sqm | Sqm | 20 | 5,742.55 | 1,14,851 |
| 11 | Area of slab over 0.50 sqm | Sqm | 20 | 5,938 | 1,18,760 |
| 12 | Area of slab upto 0.50 sqm | Sqm | 30 | 5,413.5 | 1,62,405 |
| 13 | Area of slab over 0.50 sqm | Sqm | 25 | 5,136.3 | 1,28,407.5 |
| 14 | Marble work | Metre | 60 | 298.6 | 17,916 |
| 15 | Granite work | Metre | 50 | 510.95 | 25,547.5 |
| 16 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 125 | 1,267.95 | 1,58,493.75 |
| 17 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 10 | 5,015.05 | 50,150.5 |
| 18 | Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type | Sqm | 15 | 2,724.25 | 40,863.75 |
| 19 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked | Sqm | 50 | 2,081.05 | 1,04,052.5 |
| 20 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 52 | 2,392.65 | 1,24,417.8 |
| 21 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 50 | 462.35 | 23,117.5 |
| 22 | Fixed to steel windows by welding | Kg | 900 | 219.1 | 1,97,190 |
| 23 | 100x58x1.90 mm | Each | 30 | 48.2 | 1,446 |
| 24 | 75x47x1.70 mm | Each | 30 | 40.5 | 1,215 |
| 25 | 300x16 mm | Each | 30 | 216.55 | 6,496.5 |
| 26 | 250x16 mm | Each | 30 | 193.7 | 5,811 |
| 27 | 250x10 mm | Each | 30 | 83.9 | 2,517 |
| 28 | 200x10 mm | Each | 30 | 69.4 | 2,082 |
| 29 | 125 mm | Each | 30 | 39.95 | 1,198.5 |
| 30 | 100 mm | Each | 30 | 32.55 | 976.5 |
| 31 | Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. | Each | 15 | 952.8 | 14,292 |
| 32 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 20 | 3,720.75 | 74,415 |
| 33 | 1.0 mm thick | Sqm | 50 | 897.3 | 44,865 |
| 34 | With 12 mm mild steel U beading | Sqm | 30 | 1,228 | 36,840 |
| 35 | Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5 meter). | Sqm | 30 | 10,078.95 | 3,02,368.5 |
| 36 | 18 mm thick. | Sqm | 10 | 1,436.55 | 14,365.5 |
| 37 | 75 mm | Each | 10 | 58.75 | 587.5 |
| 38 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in- charge. | ONE SET | 10 | 885.1 | 8,851 |
| 39 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 2900 | 133.7 | 3,87,730 |
| 40 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 15 | 11,439.6 | 1,71,594 |
| 41 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 15 | 3,307.05 | 49,605.75 |
| 42 | Hot finished welded type tubes | Kg | 533 | 194.4 | 1,03,615.2 |
| 43 | Dark shade pigment using ordinary cement | Sqm | 150 | 1,119.5 | 1,67,925 |
| 44 | 8 mm thick | Sqm | 15 | 1,475.35 | 22,130.25 |
| 45 | 25 mm thick | Sqm | 210 | 1,948.25 | 4,09,132.5 |
| 46 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 20 | 2,354.7 | 47,094 |
| 47 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 16 | 1,096.55 | 17,544.8 |
| 48 | Size of Tile 600x600 mm | Sqm | 150 | 1,553.45 | 2,33,017.5 |
| 49 | Size of Tile 800 x 800 mm | Sqm | 50 | 1,534.85 | 76,742.5 |
| 50 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer- in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: | Sqm | 30 | 3,891.15 | 1,16,734.5 |
| 51 | With residual type petroleum bitumen of grade VG -10 | Sqm | 50 | 166.2 | 8,310 |
| 52 | Flat surfaces | Sqm | 15 | 1,718.95 | 25,784.25 |
| 53 | 75 mm diameter | Metre | 15 | 248.8 | 3,732 |
| 54 | 110 mm diameter | Metre | 15 | 377.4 | 5,661 |
| 55 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 20 | 1,401.35 | 28,027 |
| 56 | 2 mm thick flat | Sqm | 20 | 1,245.65 | 24,913 |
| 57 | Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). | Sqm | 50 | 433.45 | 21,672.5 |
| 58 | Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). | Sqm | 30 | 96.9 | 2,907 |
| 59 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 75 | 738.65 | 55,398.75 |
| 60 | Ridges plain (500 - 600mm) | Metre | 15 | 532.35 | 7,985.25 |
| 61 | 0.91 mm Aluminium color coated profile with center to center pitch of 175 mm, depth of 46 mm, top crest width of 41 mm, bottom valley width of 80 mm, overall profile width of 1144 mm, cover width 1050 mm. | Sqm | 150 | 2,335.45 | 3,50,317.5 |
| 62 | 1:4 (1 cement: 4 fine sand) | Sqm | 350 | 471.35 | 1,64,972.5 |
| 63 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1800 | 262.7 | 4,72,860 |
| 64 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 500 | 75.8 | 37,900 |
| 65 | 3 mm thick | Sqm | 450 | 560.95 | 2,52,427.5 |
| 66 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 8 | 2,434.25 | 19,474 |
| 67 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 5 | 3,551.25 | 17,756.25 |
| 68 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 69 | R.S. Joists | Kg | 500 | 3.4 | 1,700 |
| 70 | For thickness of tiles 10 mm to 25 mm | Sqm | 150 | 73.4 | 11,010 |
| 71 | G.S. Sheet | Sqm | 90 | 164.95 | 14,845.5 |
| 72 | Asbestos Cement sheet | Sqm | 50 | 77.3 | 3,865 |
| 73 | Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. | Sqm | 6 | 75.8 | 454.8 |
| 74 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 150 | 54.65 | 8,197.5 |
| 75 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 25 | 1,045.65 | 26,141.25 |
| 76 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 25 | 1,091.5 | 27,287.5 |
| 77 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 78 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 8,006.6 | 80,066 |
| 79 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 15 | 2,226.35 | 33,395.25 |
| 80 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 15 | 2,301.75 | 34,526.25 |
| 81 | 470x420 mm bowl depth 178 mm | Each | 5 | 3,407.2 | 17,036 |
| 82 | Orissa pattern W.C. pan of size 580x440 mm | Each | 10 | 3,169.05 | 31,690.5 |
| 83 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 10 | 2,784.95 | 27,849.5 |
| 84 | Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. | Each | 10 | 170.7 | 1,707 |
| 85 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 86 | 10 litre capacity - coloured | Each | 25 | 1,136.6 | 28,415 |
| 87 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 20 | 1,180.75 | 23,615 |
| 88 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 726.55 | 3,632.75 |
| 89 | 15 mm nominal dia Pipes | Metre | 35 | 286.8 | 10,038 |
| 90 | 20 mm nominal dia Pipes | Metre | 30 | 335 | 10,050 |
| 91 | 25 mm nominal dia Pipes | Metre | 40 | 401.55 | 16,062 |
| 92 | 40 mm nominal dia Pipes | Metre | 40 | 702.95 | 28,118 |
| 93 | 50 mm nominal dia Pipes | Metre | 45 | 934.15 | 42,036.75 |
| 94 | 20 mm nominal dia Pipes | Metre | 60 | 274.3 | 16,458 |
| 95 | 25 mm nominal dia Pipes | Metre | 50 | 355.4 | 17,770 |
| 96 | 40 mm nominal dia Pipes | Metre | 55 | 563.05 | 30,967.75 |
| 97 | 50 mm nominal dia Pipes | Metre | 65 | 794.25 | 51,626.25 |
| 98 | 15 mm dia nominal bore | Metre | 20 | 322.15 | 6,443 |
| 99 | 20 mm dia nominal bore | Metre | 30 | 368.6 | 11,058 |
| 100 | 25 mm dia nominal bore | Metre | 30 | 467.75 | 14,032.5 |
| 101 | 40 mm dia nominal bore | Metre | 35 | 617.05 | 21,596.75 |
| 102 | 50 mm dia nominal bore | Metre | 10 | 762.15 | 7,621.5 |
| 103 | 80 mm dia nominal bore | Metre | 35 | 1,041.7 | 36,459.5 |
| 104 | 15 mm nominal bore | Each | 25 | 353.25 | 8,831.25 |
| 105 | 15 mm nominal bore | Each | 25 | 97.75 | 2,443.75 |
| 106 | 100 mm diameter | Each | 3 | 193.95 | 581.85 |
| 107 | Class I | Each | 5 | 4,791.2 | 23,956 |
| 108 | Class I | Each | 5 | 6,966.55 | 34,832.75 |
| 109 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 12000 | 11 | 1,32,000 |
| 110 | 15 mm nominal bore | Each | 50 | 670.45 | 33,522.5 |
| 111 | 150 mm diameter | Metre | 30 | 695.8 | 20,874 |
| 112 | 200 mm diameter | Metre | 60 | 970.35 | 58,221 |
| 113 | 150 mm diameter S.W. pipe | Metre | 30 | 1,179.85 | 35,395.5 |
| 114 | 200 mm diameter S.W. pipe | Metre | 60 | 1,375.45 | 82,527 |
| 115 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 150 | 495.05 | 74,257.5 |
| 116 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 150 | 598.6 | 89,790 |
| 117 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 25 | 1,139.3 | 28,482.5 |
| 118 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 20 | 1,176.8 | 23,536 |
| 119 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 25 | 1,505.25 | 37,631.25 |
| 120 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 25 | 638.35 | 15,958.75 |
| 121 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 10 | 5,325.9 | 53,259 |
| 122 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.(iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). | Sqm | 50 | 769.6 | 38,480 |
| 123 | Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in- Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. | Kg | 50 | 414.3 | 20,715 |
| 124 | 50mm average thickness | Sqm | 50 | 256.35 | 12,817.5 |
| 125 | 25 mm average thickness | Sqm | 350 | 126.75 | 44,362.5 |
| 126 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 750 | 141.2 | 1,05,900 |
| 127 | 25 mm average thickness in 2 layers. | Sqm | 500 | 587.35 | 2,93,675 |
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ChecklistfordocumentforCivilTrackR.pdf
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GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
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GCCACS-1.pdf
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GCCACS-2.pdf
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GCCACS-3.pdf
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GCCACS-4.pdf
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GCCACS-5.pdf
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GCCACS-6.pdf
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2022-CE-I-CT-GCCCorrespondencedated.14.05.2024.pdf
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ACSNo.7toGCCJuly2022.pdf
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ACSNo.8toGCCJuly2022.pdf
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ACSNo9toGCCJuly2022.pdf
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ACS10toGCC2022.pdf
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SplCond1cr.pdf
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SafetyRules.pdf
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AdditionalSpecialconditionfortender1.pdf
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Auditparasubsectioning.pdf
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Scopeofwork26.pdf
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TenderFOrm39-01.pdf
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