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Tender Value
₹6.4 Cr
EMD Value
₹12.9 L
Closing Date
16 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 · 3 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.
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.
A) CLA - Miscellaneous annual maintenance work of quarters in lieu of zonal work under SSE(W)CLA for year 2025-26, B) Repairs to leaky Pit wheel lathe, shed pit wheel lathe, valley gutter, plaster painting and window of LTT under SSE(Wks)CLA under ADEN(Wks)BY, C) Repairs to damage floor and damage pipe chamber in old IOH Shed at LTT Under SSE(Wks)CLA, D) Repairs to Pathway either side of line No. 3 for going towards heavy repairs in diesel shed under SSE(Wks)CLA, E) Repairs to circulating area and Central Cabin at Ghatkopar central cabin under SSE(W)CLA.
CR-DRMWBB-2026-48-01~CR
CR-DRMWBB-2026-48-01
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹12.9 L
23 Sept 2026
23 Sept 2026
2 Oct 2026
333 items across 5 schedules · ₹4,27,18,802.01 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 | 150 | 494.1 | 74,115 |
| 2 | All kinds of soil. | cum | 100 | 260.3 | 26,030 |
| 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 | 10 | 7,878.5 | 78,785 |
| 4 | Concrete of M25 grade with minimum cement content of 300 kg /cum | cum | 10 | 9,794.7 | 97,947 |
| 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 | 10 | 9,045.75 | 90,457.5 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 100 | 927.25 | 92,725 |
| 7 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 100 | 736.4 | 73,640 |
| 8 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 500 | 107.85 | 53,925 |
| 9 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 40 | 733.5 | 29,340 |
| 10 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 20 | 9,344.35 | 1,86,887 |
| 11 | 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 | 20 | 8,333.65 | 1,66,673 |
| 12 | Area of slab upto 0.50 sqm | Sqm | 50 | 5,413.5 | 2,70,675 |
| 13 | Area of slab over 0.50 sqm | Sqm | 50 | 5,136.3 | 2,56,815 |
| 14 | 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 | 30 | 5,015.05 | 1,50,451.5 |
| 15 | Second class teak wood | cum | .5 | 1,42,949.7 | 71,474.85 |
| 16 | Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked | Sqm | 20 | 1,693 | 33,860 |
| 17 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 2,392.65 | 71,779.5 |
| 18 | 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 |
| 19 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 200 | 238.35 | 47,670 |
| 20 | 125x85x5.5 mm (heavy type) | Each | 50 | 268.65 | 13,432.5 |
| 21 | 100x85x5.5 mm (heavy type) | Each | 50 | 206.4 | 10,320 |
| 22 | 150x125x27x5 mm | Each | 20 | 463.15 | 9,263 |
| 23 | 200x10 mm | Each | 50 | 358.4 | 17,920 |
| 24 | 150x10 mm | Each | 50 | 287.25 | 14,362.5 |
| 25 | 300x16x5 mm | Each | 50 | 322.2 | 16,110 |
| 26 | 250x16x5 mm | Each | 50 | 308 | 15,400 |
| 27 | Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. | Each | 80 | 74.25 | 5,940 |
| 28 | 125 mm | Each | 40 | 256.65 | 10,266 |
| 29 | 100 mm | Each | 50 | 234.7 | 11,735 |
| 30 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 50 | 121.65 | 6,082.5 |
| 31 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 30 | 1,124.85 | 33,745.5 |
| 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 | 20 | 4,488.95 | 89,779 |
| 33 | 1.0 mm thick | Sqm | 50 | 897.3 | 44,865 |
| 34 | With 12 mm mild steel U beading | Sqm | 12 | 1,228 | 14,736 |
| 35 | Using R2 series with frame (70 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 15 | 8,748.35 | 1,31,225.25 |
| 36 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre). | Sqm | 25 | 8,106.3 | 2,02,657.5 |
| 37 | 200 mm | Each | 30 | 186.65 | 5,599.5 |
| 38 | 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 | 20 | 11,439.6 | 2,28,792 |
| 39 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 50 | 226 | 11,300 |
| 40 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 400 | 123.6 | 49,440 |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 400 | 172.6 | 69,040 |
| 42 | 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 | 100 | 772.4 | 77,240 |
| 43 | Light shade pigment using white cement | Sqm | 100 | 1,402 | 1,40,200 |
| 44 | 25 mm thick | Sqm | 100 | 1,948.25 | 1,94,825 |
| 45 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 100 | 191.4 | 19,140 |
| 46 | Providing and fixing 1st quality ceramic glazed floor 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 | 400 | 1,112.7 | 4,45,080 |
| 47 | 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 all colours, shades, except 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 pigments etc., complete. | Sqm | 100 | 1,439.4 | 1,43,940 |
| 48 | Size of Tile 600x600 mm | Sqm | 600 | 1,725.35 | 10,35,210 |
| 49 | Size of Tile 800x800 mm | Sqm | 100 | 2,060.75 | 2,06,075 |
| 50 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 150 | 4,481.3 | 6,72,195 |
| 51 | Flat surfaces | Sqm | 100 | 1,718.95 | 1,71,895 |
| 52 | 75 mm diameter | Metre | 100 | 248.8 | 24,880 |
| 53 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 54 | 110 mm | Each | 20 | 136.15 | 2,723 |
| 55 | 75 mm bend | Each | 20 | 105.9 | 2,118 |
| 56 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 57 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 58 | 75 mm | Each | 30 | 369.85 | 11,095.5 |
| 59 | 110 mm | Each | 20 | 371.3 | 7,426 |
| 60 | 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 | 200 | 738.65 | 1,47,730 |
| 61 | 0.71 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm. | Sqm | 150 | 1,430.2 | 2,14,530 |
| 62 | 1:4 (1 cement: 4 coarse sand) | Sqm | 100 | 357.35 | 35,735 |
| 63 | 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 | 100 | 537.45 | 53,745 |
| 64 | 1:3 (1 cement : 3 fine sand) | Sqm | 100 | 300.45 | 30,045 |
| 65 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2000 | 262.7 | 5,25,400 |
| 66 | 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 | 6000 | 193.7 | 11,62,200 |
| 67 | 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 | 100 | 176.25 | 17,625 |
| 68 | 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 | 1500 | 170.7 | 2,56,050 |
| 69 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 3000 | 181.25 | 5,43,750 |
| 70 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 1000 | 226.25 | 2,26,250 |
| 71 | Old work (one or more coats) | Sqm | 3000 | 62.7 | 1,88,100 |
| 72 | Two coats | Sqm | 500 | 142.8 | 71,400 |
| 73 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 300 | 73.95 | 22,185 |
| 74 | One or more coats on old work | Sqm | 300 | 102.8 | 30,840 |
| 75 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 76 | 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 | 10 | 3,551.25 | 35,512.5 |
| 77 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 78 | Of area 3 sq. metres and below | Each | 20 | 367.2 | 7,344 |
| 79 | Of area beyond 3 sq. metres | Each | 5 | 502.75 | 2,513.75 |
| 80 | 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 | 600 | 5.65 | 3,390 |
| 81 | For thickness of tiles 10 mm to 25 mm | Sqm | 500 | 73.4 | 36,700 |
| 82 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 300 | 266.45 | 79,935 |
| 83 | G.S. Sheet | Sqm | 250 | 164.95 | 41,237.5 |
| 84 | 15 mm to 40 mm nominal bore | Metre | 500 | 149.8 | 74,900 |
| 85 | Above 40 mm nominal bore | Metre | 500 | 161.4 | 80,700 |
| 86 | Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 10 | 112.05 | 1,120.5 |
| 87 | 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 | 500 | 54.65 | 27,325 |
| 88 | 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 | 60 | 2,017.6 | 1,21,056 |
| 89 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 300 | 1,045.65 | 3,13,695 |
| 90 | 610x510 mm bowl depth 200 mm | Each | 10 | 4,940.8 | 49,408 |
| 91 | Orissa pattern W.C. pan of size 580x440 mm | Each | 8 | 3,169.05 | 25,352.4 |
| 92 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 8 | 2,784.95 | 22,279.6 |
| 93 | 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 | 25 | 349.15 | 8,728.75 |
| 94 | 10 litre capacity - White | Each | 30 | 1,190.65 | 35,719.5 |
| 95 | Flat back wash basin of size 550x400 mm | Each | 10 | 992.6 | 9,926 |
| 96 | 32 mm dia | Each | 10 | 103.9 | 1,039 |
| 97 | Rectangular shape 1500x450 mm | Each | 5 | 2,093 | 10,465 |
| 98 | C.P. brass | Each | 10 | 803.7 | 8,037 |
| 99 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 10 | 168.35 | 1,683.5 |
| 100 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 10 | 713.2 | 7,132 |
| 101 | 20 mm nominal dia Pipes | Metre | 300 | 335 | 1,00,500 |
| 102 | 25 mm nominal dia Pipes | Metre | 80 | 401.55 | 32,124 |
| 103 | 32 mm nominal dia Pipes | Metre | 80 | 518.75 | 41,500 |
| 104 | 40 mm nominal dia Pipes | Metre | 80 | 702.95 | 56,236 |
| 105 | 50 mm nominal dia Pipes | Metre | 70 | 934.15 | 65,390.5 |
| 106 | 20 mm nominal dia Pipes | Metre | 100 | 537.6 | 53,760 |
| 107 | 15 mm dia nominal bore | Metre | 80 | 366.4 | 29,312 |
| 108 | 25 mm dia nominal bore | Metre | 250 | 551.7 | 1,37,925 |
| 109 | 50 mm dia nominal bore | Metre | 150 | 1,048.35 | 1,57,252.5 |
| 110 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 111 | 32 mm nominal bore. | Each | 5 | 689.6 | 3,448 |
| 112 | 50 mm nominal bore | Each | 20 | 1,026.65 | 20,533 |
| 113 | 20 mm nominal bore | Each | 50 | 93.55 | 4,677.5 |
| 114 | 20 mm nominal bore | Each | 50 | 119.05 | 5,952.5 |
| 115 | 100 mm diameter | Each | 20 | 193.95 | 3,879 |
| 116 | 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 | 10000 | 11 | 1,10,000 |
| 117 | 15 mm nominal bore | Each | 50 | 506.8 | 25,340 |
| 118 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 100 | 125.6 | 12,560 |
| 119 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 150 | 112.8 | 16,920 |
| 120 | 200 mm diameter | Metre | 20 | 970.35 | 19,407 |
| 121 | 250 mm diameter | Metre | 20 | 1,505.6 | 30,112 |
| 122 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 150 | 530.9 | 79,635 |
| 123 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 634.45 | 63,445 |
| 124 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,505.25 | 75,262.5 |
| 125 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 50 | 1,685.4 | 84,270 |
| 126 | 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 | 40 | 5,325.9 | 2,13,036 |
| 127 | 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 | 100 | 617.05 | 61,705 |
| 128 | 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 |
| 129 | 50mm average thickness | Sqm | 100 | 256.35 | 25,635 |
| 130 | 25 mm average thickness | Sqm | 300 | 126.75 | 38,025 |
| 131 | Bars upto 12 mm diameter | Metre | 300 | 8.25 | 2,475 |
| 132 | Bars above 12 mm diameter | Metre | 50 | 16.45 | 822.5 |
| 133 | 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 | 400 | 141.2 | 56,480 |
| 134 | 25 mm average thickness in 2 layers. | Sqm | 200 | 587.35 | 1,17,470 |
| 135 | 50 mm average thickness in 3 layers. | Sqm | 100 | 1,174.7 | 1,17,470 |
| 136 | 100 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 5 | 1,138.25 | 5,691.25 |
| 137 | Frame size 45 x 85 mm | Metre | 20 | 926.35 | 18,527 |
| 138 | 30 mm thick | Sqm | 50 | 4,346.7 | 2,17,335 |
| 139 | 25 mm thick | Sqm | 5 | 3,889.15 | 19,445.75 |
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AnnexureVA.pdf
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AnnexureVIB.pdf
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GCCApril2022.pdf
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SpecialConditionabove1.0Crore.pdf
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RevisedChecklistCivilabove50lakhs.pdf Revised Check list
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CivilConditions.pdf
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SpecialCondforSafetyRules.pdf
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SubSectionRlyBoardLetter.pdf
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