Loading
Loading…
Loading…
Tender Value
₹3.0 Cr
EMD Value
₹6.1 L
Closing Date
23 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
SRDEN EST
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. Organization, 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.
Similar nature of work - Any type of civil work viz. building and 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.
15 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, Annexure VA, Annexure VIB, Check list, GCC April 2022, GCC ACS 1 to 10, GCC ACS 11, Safety rules, Special condition above 1 Crore, Special Condition Civil, Scope of work, Rly Board letter subsection, Methodology
A)PR - Miscellaneous annual maintenance work of quarters in lieu of zonal work under SSE(W)Parel for year 2026-27. B)Arresting leakages, exposed ceiling repair with polymer, painting & routine maintenance repair work in RB-I Bldg (25/120 No of Qtrs), RB-II Bldg (20/70 No of Qtrs), RB-III Bldg (10/24 Nos of Qtrs) in WA Colony under ADEN(W)BY. C)Repairing of approach Road from CRD Depot store to PR SSP under SSE(Wks)BY.
CR-DRMWBB-2026-49-04~CR
CR-DRMWBB-2026-49-04
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹6.1 L
29 Sept 2026
29 Sept 2026
9 Oct 2026
250 items across 3 schedules · ₹1,34,21,230.95 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 | 130 | 494.1 | 64,233 |
| 2 | All kinds of soil | cum | 95 | 177.5 | 16,862.5 |
| 3 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Metre | 1800 | 43 | 77,400 |
| 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 | 18 | 7,878.5 | 1,41,813 |
| 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 | 5 | 9,045.75 | 45,228.75 |
| 6 | cum | 4 | 11,505.5 | 46,022 | |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 15 | 392.15 | 5,882.25 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 10 | 927.25 | 9,272.5 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 5 | 736.4 | 3,682 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 10 | 961.3 | 9,613 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 150 | 107.85 | 16,177.5 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 120 | 107.85 | 12,942 |
| 13 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 8 | 7,370.65 | 58,965.2 |
| 14 | 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 | 6 | 8,333.65 | 50,001.9 |
| 15 | Area of slab upto 0.50 sqm | Sqm | 10 | 5,413.5 | 54,135 |
| 16 | Area of slab over 0.50 sqm | Sqm | 10 | 5,136.3 | 51,363 |
| 17 | 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 | 195 | 1,267.95 | 2,47,250.25 |
| 18 | Second class teak wood | cum | .25 | 1,42,949.7 | 35,737.43 |
| 19 | 18 mm thick | Sqm | 50 | 1,245.75 | 62,287.5 |
| 20 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 2,392.65 | 47,853 |
| 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 | 20 | 462.35 | 9,247 |
| 22 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 350 | 238.35 | 83,422.5 |
| 23 | 300x16 mm | Each | 30 | 216.55 | 6,496.5 |
| 24 | 250x16 mm | Each | 25 | 193.7 | 4,842.5 |
| 25 | 125x64x1.90 mm | Each | 35 | 118.2 | 4,137 |
| 26 | 250x10 mm | Each | 30 | 441.6 | 13,248 |
| 27 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 15 | 1,183.3 | 17,749.5 |
| 28 | 125 mm | Each | 25 | 256.65 | 6,416.25 |
| 29 | 100 mm | Each | 20 | 234.7 | 4,694 |
| 30 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 35 | 121.65 | 4,257.75 |
| 31 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. | Sqm | 15 | 4,488.95 | 67,334.25 |
| 32 | 1.0 mm thick | Sqm | 40 | 897.3 | 35,892 |
| 33 | 125 mm | Each | 20 | 119.2 | 2,384 |
| 34 | 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 | 180 | 133.7 | 24,066 |
| 35 | 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 | 10 | 11,439.6 | 1,14,396 |
| 36 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover | Sqm | 10 | 3,191.35 | 31,913.5 |
| 37 | Hot finished welded type tubes | Kg | 120 | 194.4 | 23,328 |
| 38 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 50 | 1,330 | 66,500 |
| 39 | Size of Tile 600x600 mm | Sqm | 180 | 1,553.45 | 2,79,621 |
| 40 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871)roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. | Sqm | 50 | 536.4 | 26,820 |
| 41 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 42 | 110 mm | Each | 50 | 136.15 | 6,807.5 |
| 43 | 110x110x110 mm | Each | 25 | 234.15 | 5,853.75 |
| 44 | 110 mm bend | Each | 25 | 150.35 | 3,758.75 |
| 45 | 110 mm Shoe | Each | 50 | 131.85 | 6,592.5 |
| 46 | 110 mm | Each | 40 | 371.3 | 14,852 |
| 47 | 1:4 (1 cement: 4 fine sand) | Sqm | 300 | 347.05 | 1,04,115 |
| 48 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 240 | 518.55 | 1,24,452 |
| 49 | 1:3 (1 cement : 3 fine sand) | Sqm | 50 | 300.45 | 15,022.5 |
| 50 | Neat cement punning. | Sqm | 50 | 79.95 | 3,997.5 |
| 51 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 6000 | 262.7 | 15,76,200 |
| 52 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 1140 | 193.7 | 2,20,818 |
| 53 | Two or more coats on new work | Sqm | 50 | 146.8 | 7,340 |
| 54 | Old work (one or more coats) | Sqm | 8000 | 62.7 | 5,01,600 |
| 55 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 12000 | 25.15 | 3,01,800 |
| 56 | One or more coats on old work | Sqm | 500 | 102.8 | 51,400 |
| 57 | Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. | Each | 10 | 217.1 | 2,171 |
| 58 | 3 mm thick | Sqm | 110 | 560.95 | 61,704.5 |
| 59 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 60 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 47.35 | 5.65 | 267.53 |
| 61 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. | kg per metre height | 20 | 0.85 | 17 |
| 62 | For thickness of tiles 10 mm to 25 mm | Sqm | 350 | 73.4 | 25,690 |
| 63 | 15 mm to 40 mm nominal bore | Metre | 150 | 149.8 | 22,470 |
| 64 | Above 40 mm nominal bore | Metre | 200 | 161.4 | 32,280 |
| 65 | 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 | 100 | 54.65 | 5,465 |
| 66 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 50 | 1,045.65 | 52,282.5 |
| 67 | 610x460 mm bowl depth 200 mm | Each | 10 | 3,873.8 | 38,738 |
| 68 | Orissa pattern W.C. pan of size 580x440 mm | Each | 10 | 3,169.05 | 31,690.5 |
| 69 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 10 | 2,784.95 | 27,849.5 |
| 70 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 50 | 349.15 | 17,457.5 |
| 71 | 10 litre capacity - White | Each | 25 | 1,190.65 | 29,766.25 |
| 72 | White solid plastic seat with lid | Each | 50 | 684.85 | 34,242.5 |
| 73 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 10 | 1,034.8 | 10,348 |
| 74 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 5 | 6,940.75 | 34,703.75 |
| 75 | Flat back wash basin of size 550x400 mm | Each | 20 | 992.6 | 19,852 |
| 76 | 32 mm dia | Each | 30 | 103.9 | 3,117 |
| 77 | Rectangular shape 453x357 mm | Each | 6 | 1,361.8 | 8,170.8 |
| 78 | 20 mm nominal dia Pipes | Metre | 180 | 335 | 60,300 |
| 79 | 40 mm nominal dia Pipes | Metre | 50 | 702.95 | 35,147.5 |
| 80 | 50 mm nominal dia Pipes | Metre | 100 | 934.15 | 93,415 |
| 81 | 20 mm nominal dia Pipes | Metre | 200 | 537.6 | 1,07,520 |
| 82 | 20 mm nominal dia Pipes | Metre | 40 | 274.3 | 10,972 |
| 83 | 40 mm nominal dia Pipes | Metre | 50 | 563.05 | 28,152.5 |
| 84 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 85 | 40 mm dia nominal bore | Metre | 85 | 811.9 | 69,011.5 |
| 86 | 50 mm dia nominal bore | Metre | 50 | 1,048.35 | 52,417.5 |
| 87 | 15 mm nominal bore | Each | 50 | 353.25 | 17,662.5 |
| 88 | 15 mm nominal bore | Each | 40 | 353.25 | 14,130 |
| 89 | 25 mm nominal bore | Each | 15 | 622.4 | 9,336 |
| 90 | 32 mm nominal bore. | Each | 5 | 689.6 | 3,448 |
| 91 | 40 mm nominal bore | Each | 10 | 826.1 | 8,261 |
| 92 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 93 | Horizontal | Each | 10 | 591.4 | 5,914 |
| 94 | Vertical | Each | 15 | 624.1 | 9,361.5 |
| 95 | 15 mm nominal bore | Each | 60 | 85 | 5,100 |
| 96 | 15 mm nominal bore | Each | 70 | 97.75 | 6,842.5 |
| 97 | 150 mm diameter | Each | 25 | 222.35 | 5,558.75 |
| 98 | 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 | 70000 | 11 | 7,70,000 |
| 99 | Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support including fittings & fixtures for tank shall be paid separately. | Per Litre | 20000 | 11 | 2,20,000 |
| 100 | 15 mm nominal bore | Each | 25 | 506.8 | 12,670 |
| 101 | 15 mm nominal bore | Each | 25 | 820.7 | 20,517.5 |
| 102 | 15 mm nominal bore | Each | 15 | 798.95 | 11,984.25 |
| 103 | 15 mm nominal bore | Each | 10 | 670.45 | 6,704.5 |
| 104 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 105 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 10 | 74.8 | 748 |
| 106 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 120 | 161.2 | 19,344 |
| 107 | 200 mm diameter | Metre | 60 | 970.35 | 58,221 |
| 108 | 250 mm diameter | Metre | 50 | 1,505.6 | 75,280 |
| 109 | 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 |
| 110 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 530.9 | 53,090 |
| 111 | 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 |
| 112 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 160 | 634.45 | 1,01,512 |
| 113 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 50 | 1,139.3 | 56,965 |
| 114 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 100 | 1,176.8 | 1,17,680 |
| 115 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 50 | 617.05 | 30,852.5 |
| 116 | 50mm average thickness | Sqm | 200 | 256.35 | 51,270 |
| 117 | 25 mm average thickness | Sqm | 500 | 126.75 | 63,375 |
| 118 | Bars upto 12 mm diameter | Metre | 2000 | 8.25 | 16,500 |
| 119 | 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 | 725 | 141.2 | 1,02,370 |
| 120 | 12 mm average thickness. | Sqm | 400 | 388.65 | 1,55,460 |
| 121 | 25 mm average thickness in 2 layers. | Sqm | 200 | 587.35 | 1,17,470 |
| 122 | In-filling / sealing of joint between RCC lintel cum sunshade and wall (on external side) in all floors by pushing in Grout RW/equivalent in paste form and coving 20 mm x 20 mm after applying a coat of Zycosil/equivalent & zycoprime/equivalent solution before cement plastering of top, bottom and sides of RCC sunshade. | Metre | 250 | 49.95 | 12,487.5 |
| 123 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 14 | 7,387.25 | 1,03,421.5 |
| 124 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 5 | 9,844.65 | 49,223.25 |
| 125 | Frame size 45 x 85 mm | Metre | 15 | 926.35 | 13,895.25 |
| 126 | 30 mm thick | Sqm | 10 | 4,346.7 | 43,467 |
| 127 | 25 mm thick | Sqm | 10 | 3,889.15 | 38,891.5 |
| Schedule total | ₹84,20,140.86 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
AnnexureVA.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
GCCApril2022.pdf
ATTACHMENT
SpecialConditionabove1.0Crore.pdf
ATTACHMENT
GCC2022ACSNo1to10.pdf
ATTACHMENT
ACSNo11GCC2022.pdf
ATTACHMENT
RevisedChecklistCivilabove50lakhs.pdf Revised Check lis
ATTACHMENT
CivilConditions.pdf
ATTACHMENT
SpecialCondforSafetyRules.pdf
ATTACHMENT
SubSectionRlyBoardLetter.pdf
ATTACHMENT
MethodStatement.pdf
ATTACHMENT
ScopeofWork.pdf
ATTACHMENT
TenderForm_1.pdf
ATTACHMENT
RevisedChecklistCivilabove50lakhs.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .