Loading
Loading…
Loading…
Tender Value
₹8.5 Cr
EMD Value
₹5.7 L
Closing Date
9 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
+ Capital Works)
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. 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
Similar nature of 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, Annexure V A, Annexure VIB, Check list, GCCApril2022, GCC ACS 1 to 10, Safety rules, special condition above 1 crore, Special Condition Civil, Scope of work, Rly Board letter subsection
A) Renovation and improvement of Service building at THK, DI, KYN station. B) Kanjurmarg-Kopar- Renovation and improvement of Service buildings in between Kanjurmarg-Kopar Station C) Major repairs to RB-II/983 building's weather shed, leaky toilet, bathroom, kitchen, damaged windows, doors shutter, safety door, girlls and down take pipes, water pump room, JE/W/G-41 office and store room officers club in Gate-41 colony under ADEN(W)KYN.
CR-DRMWBB-2025-43-02~CR
CR-DRMWBB-2025-43-02
Open
Works - General
15 Months
Mumbai, Maharashtra
₹0
₹5.7 L
9 Jan 2026
12 Dec 2025
26 Dec 2025
347 items across 3 schedules · ₹11,20,83,527 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 263 | 129.85 | 34,150.55 |
| 2 | All kinds of soil | cum | 445 | 177.5 | 78,987.5 |
| 3 | 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 | 115 | 8,340.85 | 9,59,197.75 |
| 4 | Foundations, footings, bases for columns | Sqm | 366 | 392.15 | 1,43,526.9 |
| 5 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 90 | 842.5 | 75,825 |
| 6 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 8 | 10,105.1 | 80,840.8 |
| 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 | 36 | 9,045.75 | 3,25,647 |
| 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 | 51 | 10,852.95 | 5,53,500.45 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 133 | 392.15 | 52,155.95 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 43 | 842.5 | 36,227.5 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 90 | 927.25 | 83,452.5 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 265 | 736.4 | 1,95,146 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 350 | 961.3 | 3,36,455 |
| 14 | 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 | 4 | 10,585.9 | 42,343.6 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 335 | 107.85 | 36,129.75 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 855 | 107.85 | 92,211.75 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 31 | 7,370.65 | 2,28,490.15 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 85 | 9,344.35 | 7,94,269.75 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 16 | 9,275.45 | 1,48,407.2 |
| 20 | Area of slab upto 0.50 sqm | Sqm | 90 | 5,413.5 | 4,87,215 |
| 21 | Area of slab over 0.50 sqm | Sqm | 60 | 5,136.3 | 3,08,178 |
| 22 | Granite work | Metre | 366 | 510.95 | 1,87,007.7 |
| 23 | 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 | 183 | 1,267.95 | 2,32,034.85 |
| 24 | Sal wood | cum | .8 | 1,16,520.3 | 93,216.24 |
| 25 | 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade - 1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade 1, Type - II marked : | Sqm | 107 | 3,212.7 | 3,43,758.9 |
| 26 | 18 mm thick | Sqm | 107 | 1,020.95 | 1,09,241.65 |
| 27 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 31 | 3,473.85 | 1,07,689.35 |
| 28 | On one side only | Sqm | 64 | 478 | 30,592 |
| 29 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2450 | 238.35 | 5,83,957.5 |
| 30 | 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 | 10 | 1,421.95 | 14,219.5 |
| 31 | 200x10 mm | Each | 140 | 69.4 | 9,716 |
| 32 | 125 mm | Each | 140 | 39.95 | 5,593 |
| 33 | 100X58X1.90 mm | Each | 230 | 107.1 | 24,633 |
| 34 | 150x10 mm | Each | 70 | 82.55 | 5,778.5 |
| 35 | 125 mm | Each | 36 | 66.25 | 2,385 |
| 36 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 36 | 492.7 | 17,737.2 |
| 37 | 30 mm thick pre laminated PVC door shutters | Sqm | 28 | 3,663.8 | 1,02,586.4 |
| 38 | 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 | 10825 | 133.7 | 14,47,302.5 |
| 39 | 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 | 62 | 11,439.6 | 7,09,255.2 |
| 40 | Hot finished seamless type tubes | Kg | 5830 | 206.35 | 12,03,020.5 |
| 41 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 191 | 772.4 | 1,47,528.4 |
| 42 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 76 | 8,595.15 | 6,53,231.4 |
| 43 | Ordinary cement without any pigment | Sqm | 366 | 1,056.35 | 3,86,624.1 |
| 44 | 25 mm thick | Sqm | 366 | 1,948.25 | 7,13,059.5 |
| 45 | 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 | 82 | 1,096.55 | 89,917.1 |
| 46 | Size of Tile 600x600 mm | Sqm | 998 | 1,553.45 | 15,50,343.1 |
| 47 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 595 | 1,457.15 | 8,67,004.25 |
| 48 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 580 | 195.6 | 1,13,448 |
| 49 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2080 | 395.35 | 8,22,328 |
| 50 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 4030 | 537.45 | 21,65,923.5 |
| 51 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2081 | 262.7 | 5,46,678.7 |
| 52 | New work (three or more coats) | Sqm | 1280 | 39.05 | 49,984 |
| 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 | 4495 | 193.7 | 8,70,681.5 |
| 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 | 366 | 176.25 | 64,507.5 |
| 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 | 275 | 170.7 | 46,942.5 |
| 56 | Two or more coats on new work | Sqm | 182 | 155.9 | 28,373.8 |
| 57 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 182 | 226.25 | 41,177.5 |
| 58 | Two coats | Sqm | 2815 | 137.45 | 3,86,921.75 |
| 59 | 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 | 548 | 25.15 | 13,782.2 |
| 60 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 61 | In cement mortar | cum | 107 | 2,060.2 | 2,20,441.4 |
| 62 | R.S. Joists | Kg | 732 | 3.4 | 2,488.8 |
| 63 | Channels, angles, tees and flats | Kg | 183 | 2.3 | 420.9 |
| 64 | 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 | 188 | 5.65 | 1,062.2 |
| 65 | For thickness of tiles 10 mm to 25 mm | Sqm | 90 | 73.4 | 6,606 |
| 66 | 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 | 6785 | 54.65 | 3,70,800.25 |
| 67 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 147 | 263.95 | 38,800.65 |
| 68 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 1957 | 218.9 | 4,28,387.3 |
| 69 | 90 mm to 45 mm size stone aggregate | cum | 195 | 2,098.4 | 4,09,188 |
| 70 | 63 mm to 45 mm size stone aggregate | cum | 195 | 1,636.05 | 3,19,029.75 |
| 71 | 53 mm to 22.4 mm size stone aggregate | cum | 94 | 1,842.3 | 1,73,176.2 |
| 72 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 485 | 1,046.95 | 5,07,770.75 |
| 73 | With road roller/ hand roller | Sqm | 1960 | 24.45 | 47,922 |
| 74 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 1470 | 13.45 | 19,771.5 |
| 75 | On bituminous surface @ 0.25kg/sqm | Sqm | 1640 | 9.2 | 15,088 |
| 76 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 1641 | 505.65 | 8,29,771.65 |
| 77 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 1640 | 88.55 | 1,45,222 |
| 78 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 145 | 7,993.8 | 11,59,101 |
| 79 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 207 | 11,098.45 | 22,97,379.15 |
| 80 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 1290 | 972 | 12,53,880 |
| 81 | 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 (1 cement : 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 | 605 | 2,017.6 | 12,20,648 |
| 82 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 96 | 3,081.95 | 2,95,867.2 |
| 83 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 32 | 6,515.55 | 2,08,497.6 |
| 84 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 32 | 6,258.75 | 2,00,280 |
| 85 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 32 | 2,648.85 | 84,763.2 |
| 86 | Orissa pattern W.C. pan of size 580x440 mm | Each | 32 | 3,169.05 | 1,01,409.6 |
| 87 | 32 mm dia | Each | 32 | 119.55 | 3,825.6 |
| 88 | 15 mm nominal dia Pipes | Metre | 273 | 497.8 | 1,35,899.4 |
| 89 | 20 mm nominal dia Pipes | Metre | 273 | 537.6 | 1,46,764.8 |
| 90 | 25 mm nominal dia Pipes | Metre | 365 | 627.25 | 2,28,946.25 |
| 91 | 15 mm nominal dia Pipes | Metre | 365 | 244.7 | 89,315.5 |
| 92 | 20 mm nominal dia Pipes | Metre | 365 | 274.3 | 1,00,119.5 |
| 93 | 25 mm nominal dia Pipes | Metre | 180 | 355.4 | 63,972 |
| 94 | 15 mm dia nominal bore | Metre | 180 | 366.4 | 65,952 |
| 95 | 20 mm dia nominal bore | Metre | 180 | 437.3 | 78,714 |
| 96 | 25 mm dia nominal bore | Metre | 270 | 551.7 | 1,48,959 |
| 97 | 15 mm dia nominal bore | Metre | 180 | 322.15 | 57,987 |
| 98 | 20 mm dia nominal bore | Metre | 180 | 368.6 | 66,348 |
| 99 | 25 mm dia nominal bore | Metre | 455 | 467.75 | 2,12,826.25 |
| 100 | 15 mm nominal bore | Each | 71 | 353.25 | 25,080.75 |
| 101 | 15 mm nominal bore | Each | 147 | 353.25 | 51,927.75 |
| 102 | 25 mm nominal bore | Each | 16 | 622.4 | 9,958.4 |
| 103 | 40 mm nominal bore | Each | 16 | 826.1 | 13,217.6 |
| 104 | 50 mm nominal bore | Each | 8 | 1,026.65 | 8,213.2 |
| 105 | 15 mm nominal bore | Each | 16 | 406.85 | 6,509.6 |
| 106 | 20 mm nominal bore | Each | 16 | 462.5 | 7,400 |
| 107 | Horizontal | Each | 16 | 591.4 | 9,462.4 |
| 108 | 15 mm nominal bore | Each | 16 | 318.35 | 5,093.6 |
| 109 | 20 mm nominal bore | Each | 16 | 346.8 | 5,548.8 |
| 110 | 25 mm nominal bore | Each | 16 | 439.25 | 7,028 |
| 111 | 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 | 25300 | 11 | 2,78,300 |
| 112 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 62 | 125.6 | 7,787.2 |
| 113 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 62 | 118.5 | 7,347 |
| 114 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 31 | 112.8 | 3,496.8 |
| 115 | 150 mm diameter | Metre | 148 | 695.8 | 1,02,978.4 |
| 116 | 200 mm diameter | Metre | 275 | 970.35 | 2,66,846.25 |
| 117 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 555 | 495.05 | 2,74,752.75 |
| 118 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 710 | 598.6 | 4,25,006 |
| 119 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 242 | 1,505.25 | 3,64,270.5 |
| 120 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 1135 | 688.9 | 7,81,901.5 |
| 121 | 25 mm average thickness | Sqm | 2205 | 126.75 | 2,79,483.75 |
| 122 | Bars upto 12 mm diameter | Metre | 183 | 8.25 | 1,509.75 |
| 123 | Bars above 12 mm diameter | Metre | 183 | 16.45 | 3,010.35 |
| 124 | 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 | 2396 | 141.2 | 3,38,315.2 |
| 125 | 12 mm average thickness. | Sqm | 600 | 388.65 | 2,33,190 |
| 126 | 25 mm average thickness in 2 layers. | Sqm | 549 | 587.35 | 3,22,455.15 |
| 127 | Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. | Kg | 915 | 124 | 1,13,460 |
| 128 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 113 | 7,387.25 | 8,34,759.25 |
| 129 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 85 | 9,844.65 | 8,36,795.25 |
| 130 | Frame size 65 x 125 mm | Metre | 273 | 1,381.6 | 3,77,176.8 |
| 131 | 30 mm thick | Sqm | 23 | 4,346.7 | 99,974.1 |
| 132 | 35 mm thick | Sqm | 65 | 5,015.35 | 3,25,997.75 |
| Schedule total | ₹3,80,90,538.64 | ||||
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
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 .