Loading
Loading…
Loading…
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹6.4 Cr
EMD Value
₹12.7 L
Closing Date
30 Oct 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
+ Capital Works)
SRDEN EST
17 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less; here 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.
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, 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, Method Statement.
A) Miscellaneous civil repair and painting work of officer's quarters at Nirmal Park officer's colony under ADEN(Wks)BY for year 2025-26 B) Structural repair, terrace water proofing, repairs to leaky toilet and Painting of Officers Rest House at Nirmal Park. C) Strengthening of Boundary wall at Nirmal Park Colony.
CR-DRMWBB-2026-51-01~CR
CR-DRMWBB-2026-51-01
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹12.7 L
7 Oct 2026
7 Oct 2026
16 Oct 2026
292 items across 3 schedules · ₹2,43,57,364.64 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 | 300 | 494.1 | 1,48,230 |
| 2 | All kinds of soil | cum | 68 | 177.5 | 12,070 |
| 3 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Metre | 4790 | 43 | 2,05,970 |
| 4 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 10 | 8,340.85 | 83,408.5 |
| 5 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 2 | 17,889.25 | 35,778.5 |
| 6 | Concrete of M25 grade with minimum cement content of 300 kg /cum | cum | 15 | 9,439.05 | 1,41,585.75 |
| 7 | 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 |
| 8 | 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 | 10,852.95 | 54,264.75 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 25 | 842.5 | 21,062.5 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 25 | 927.25 | 23,181.25 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 40 | 736.4 | 29,456 |
| 12 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 3 | 10,585.9 | 31,757.7 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 500 | 107.85 | 53,925 |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 5 | 7,370.65 | 36,853.25 |
| 15 | 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 | 5 | 8,333.65 | 41,668.25 |
| 16 | Area of slab upto 0.50 sqm | Sqm | 48 | 5,413.5 | 2,59,848 |
| 17 | Area of slab over 0.50 sqm | Sqm | 100 | 5,136.3 | 5,13,630 |
| 18 | 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 | 238 | 1,267.95 | 3,01,772.1 |
| 19 | 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 | 24 | 5,015.05 | 1,20,361.2 |
| 20 | Second class teak wood | cum | 4 | 1,42,949.7 | 5,71,798.8 |
| 21 | 18 mm thick | Sqm | 128 | 1,245.75 | 1,59,456 |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 100 | 2,392.65 | 2,39,265 |
| 23 | 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 | 100 | 462.35 | 46,235 |
| 24 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 960 | 238.35 | 2,28,816 |
| 25 | Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 25 | 1,421.95 | 35,548.75 |
| 26 | 100X58X1.90 mm | Each | 492 | 107.1 | 52,693.2 |
| 27 | 200x10 mm | Each | 320 | 358.4 | 1,14,688 |
| 28 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 75 | 1,183.3 | 88,747.5 |
| 29 | 65 mm | Each | 75 | 362.4 | 27,180 |
| 30 | 75 mm | Each | 75 | 386.6 | 28,995 |
| 31 | 125 mm | Each | 200 | 256.65 | 51,330 |
| 32 | 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 | 32 | 4,488.95 | 1,43,646.4 |
| 33 | 1.0 mm thick | Sqm | 200 | 897.3 | 1,79,460 |
| 34 | 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 | 55 | 10,078.95 | 5,54,342.25 |
| 35 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 360 | 533.25 | 1,91,970 |
| 36 | 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 | 250 | 133.7 | 33,425 |
| 37 | Hot finished seamless type tubes | Kg | 200 | 206.35 | 41,270 |
| 38 | 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 | 88 | 1,096.55 | 96,496.4 |
| 39 | Size of Tile 600x600 mm | Sqm | 57 | 1,553.45 | 88,546.65 |
| 40 | Size of Tile 800x800 mm | Sqm | 315 | 1,885.5 | 5,93,932.5 |
| 41 | Size of Tile 800 x 1600 mm | Sqm | 315 | 1,870.25 | 5,89,128.75 |
| 42 | Size of Tile 800 x 1200 mm | Sqm | 756 | 2,056.9 | 15,55,016.4 |
| 43 | Size of Tile 1200 x 1200 mm | Sqm | 125 | 2,838.5 | 3,54,812.5 |
| 44 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | Sqm | 1071 | -850.1 | -9,10,457.1 |
| 45 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. | Sqm | 1071 | 753.25 | 8,06,730.75 |
| 46 | 110 mm diameter | Metre | 270 | 377.4 | 1,01,898 |
| 47 | 110 mm | Each | 10 | 136.15 | 1,361.5 |
| 48 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 49 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 50 | 110 mm | Each | 54 | 371.3 | 20,050.2 |
| 51 | 1:6 (1 cement: 6 coarse sand) | Sqm | 250 | 395.35 | 98,837.5 |
| 52 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 6465 | 262.7 | 16,98,355.5 |
| 53 | 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 | 950 | 193.7 | 1,84,015 |
| 54 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 395 | 176.25 | 69,618.75 |
| 55 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 502 | 170.7 | 85,691.4 |
| 56 | Old work (one or more coats) | Sqm | 34042.07 | 62.7 | 21,34,437.79 |
| 57 | Two coats | Sqm | 6465 | 137.45 | 8,88,614.25 |
| 58 | 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 | 125 | 25.15 | 3,143.75 |
| 59 | One or more coats on old work | Sqm | 36 | 102.8 | 3,700.8 |
| 60 | One or more coats on old work | Sqm | 50 | 224.8 | 11,240 |
| 61 | 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 | 48 | 217.1 | 10,420.8 |
| 62 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 63 | R.S. Joists | Kg | 750 | 3.4 | 2,550 |
| 64 | Channels, angles, tees and flats | Kg | 400 | 2.3 | 920 |
| 65 | 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 | 400 | 5.65 | 2,260 |
| 66 | For thickness of tiles 10 mm to 25 mm | Sqm | 315 | 73.4 | 23,121 |
| 67 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 55 | 113.35 | 6,234.25 |
| 68 | 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 |
| 69 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 8 | 11,098.45 | 88,787.6 |
| 70 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 100 | 1,045.65 | 1,04,565 |
| 71 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 40 | 1,879.2 | 75,168 |
| 72 | 610x460 mm bowl depth 200 mm | Each | 10 | 3,873.8 | 38,738 |
| 73 | Orissa pattern W.C. pan of size 580x440 mm | Each | 12 | 3,169.05 | 38,028.6 |
| 74 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 5 | 2,784.95 | 13,924.75 |
| 75 | 10 litre capacity - White | Each | 24 | 1,190.65 | 28,575.6 |
| 76 | White solid plastic seat with lid | Each | 24 | 684.85 | 16,436.4 |
| 77 | Coloured (other than black & white) solid plastic seat with lid | Each | 24 | 590.95 | 14,182.8 |
| 78 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 24 | 142.85 | 3,428.4 |
| 79 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 24 | 1,034.8 | 24,835.2 |
| 80 | 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 | 24 | 6,940.75 | 1,66,578 |
| 81 | 32 mm dia | Each | 80 | 103.9 | 8,312 |
| 82 | 20 mm nominal dia Pipes | Metre | 200 | 537.6 | 1,07,520 |
| 83 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 84 | 20 mm nominal dia Pipes | Metre | 400 | 274.3 | 1,09,720 |
| 85 | 25 mm nominal dia Pipes | Metre | 240 | 355.4 | 85,296 |
| 86 | 40 mm nominal dia Pipes | Metre | 160 | 563.05 | 90,088 |
| 87 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 88 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 89 | 40 mm nominal bore | Each | 4 | 826.1 | 3,304.4 |
| 90 | 50 mm nominal bore | Each | 2 | 1,026.65 | 2,053.3 |
| 91 | 15 mm nominal bore | Each | 4 | 406.85 | 1,627.4 |
| 92 | 20 mm nominal bore | Each | 4 | 462.5 | 1,850 |
| 93 | Horizontal | Each | 4 | 591.4 | 2,365.6 |
| 94 | 150 mm diameter | Each | 36 | 222.35 | 8,004.6 |
| 95 | 15 mm nominal bore | Each | 4 | 318.35 | 1,273.4 |
| 96 | 20 mm nominal bore | Each | 4 | 346.8 | 1,387.2 |
| 97 | 25 mm nominal bore | Each | 4 | 439.25 | 1,757 |
| 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 | 5000 | 11 | 55,000 |
| 99 | 15 mm nominal bore | Each | 40 | 506.8 | 20,272 |
| 100 | 15 mm nominal bore | Each | 75 | 798.95 | 59,921.25 |
| 101 | 15 mm nominal bore | Each | 40 | 670.45 | 26,818 |
| 102 | 250 mm diameter | Metre | 20 | 1,505.6 | 30,112 |
| 103 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 400 | 495.05 | 1,98,020 |
| 104 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 650 | 598.6 | 3,89,090 |
| 105 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 90 | 1,505.25 | 1,35,472.5 |
| 106 | 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 | 5 | 5,325.9 | 26,629.5 |
| 107 | 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 | 175 | 617.05 | 1,07,983.75 |
| 108 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 266 | 1,684.6 | 4,48,103.6 |
| 109 | 25 mm average thickness | Sqm | 680 | 126.75 | 86,190 |
| 110 | Bars upto 12 mm diameter | Metre | 150 | 8.25 | 1,237.5 |
| 111 | Bars above 12 mm diameter | Metre | 150 | 16.45 | 2,467.5 |
| 112 | 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 | 680 | 141.2 | 96,016 |
| 113 | 12 mm average thickness. | Sqm | 550 | 388.65 | 2,13,757.5 |
| 114 | 25 mm average thickness in 2 layers. | Sqm | 145 | 587.35 | 85,165.75 |
| 115 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100 grams / sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) | Sqm | 150 | 29.25 | 4,387.5 |
| 116 | Frame size 50 x 100 mm | Metre | 52 | 947.7 | 49,280.4 |
| 117 | 30 mm thick | Sqm | 36 | 4,346.7 | 1,56,481.2 |
| 118 | 35 mm thick | Sqm | 36 | 5,015.35 | 1,80,552.6 |
| Schedule total | ₹1,70,17,918.14 | ||||
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
GCC2022ACSNo1to10_1.pdf
ATTACHMENT
ACSNo11GCC2022_2.pdf
ATTACHMENT
SpecialConditionabove1.0Crore.pdf Special Condition above 1 Crore
ATTACHMENT
CivilConditions.pdf
ATTACHMENT
SpecialCondforSafetyRules.pdf
ATTACHMENT
SubSectionRlyBoardLetter.pdf
ATTACHMENT
MethodStatement.pdf
ATTACHMENT
ScopeofWork_1.pdf
ATTACHMENT
TenderForm_1.pdf
ATTACHMENT
SpecialConditionabove1.0Crore.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 .