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Tender Value
₹9.1 Cr
EMD Value
₹18.2 L
Closing Date
20 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/S
15 conditions · 2 needing a document upload
10.2. Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover 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, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
10. Eligibility Criteria: 10.1 Technical Eligibility Criteria: (a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) 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 costing not less than the amount equal to 60% of advertised value of the tender. (b) (1) 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 one of the following categories of work(s) 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. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows:The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: 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.
Defination of Similar Work :- "Any Type of civil work viz. building up to G+4 and structures work, pipe lines, underground and 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."
21 conditions · 2 needing a document upload
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.
The work shall be maintained after completion for a period of 24 Months by the contractor and he shall make good any defects, imperfection shrinkages or faults which may appear at his own cost.
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be only exempted from payment of Bid Security. Labor Cooperative Societies shall submit only 50% of above Bid Security.
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.
Tenderers are requested to visit the web site https//www.ireps.gov.in frequently till the closing date and time for any update.
Tenderer should have to upload only exact & specific, clear and readable documents, irrelevant documents should not be uploaded, and documents uploaded once should not be repeated
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be only exempted from payment of Bid Security. Labor Cooperative Societies shall submit only 50% of above Bid Security.
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.
Tenderers are requested to visit the web site https//www.ireps.gov.in frequently till the closing date and time for any update.
Tenderer should have to upload only exact & specific, clear and readable documents, irrelevant documents should not be uploaded, and documents uploaded once should not be repeated
As per official Gazette Notification from "The Institute of Chartered Accountants of India( ICAI) (Set up by an Act of Parliament) dated 02/08/2019,Unique Document Identification Number (UDIN) has been made mandatory from 1st July, 2019 for all Audit/Assurance/Attest function.(Official Gazette Notification attached below).'ICAI has conceptualised and implemented an innovative concept called Unique Document Identification Number (UDIN). ICAI at its 379th Council Meeting held on 17th - 18th December, 2018 made generation of UDIN mandatory for every signature of Full time Practising Chartered Accountants in phased manner for the following services: 1) All Certificates with effect from 1st February, 2019 2) GST and Income Tax Audit with effect from 1st April, 2019 3) All Audit and Assurance Functions with effect from 1st July, 2019 Therefore, UDIN is being made mandatory for all Audit and Assurance Functions like Documents and Reports certified / issued by full time Practising Chartered Accountants from 1st July, 2019'.Any document verified by CA but not having UDIN No. (Wherever applicable) shall not be considered.
1.(A) Replacement of pipe line of Kunnor pump house 300mm dia of length 9000M at Wadi under ADEN/KLBG sub division. (B) [i] Replacement of pipe line Bablad pump house to KLBG filter plant 200mm dia of length 4500M ADEN/KLBG sub division. [ii] Replacement of pipe line from Shahabad pump house to Shahabad filter plant 200mm dia of length 3650M ADEN/KLBG sub division 2. Construction of store, dormitory & garden development at railway hospital Solapur.
11-2026-SrDENS
11-2026-SrDENS
Open
Works - General
12 Months
Solapur, Maharashtra
₹0
₹18.2 L
20 Apr 2026
27 Mar 2026
6 Apr 2026
167 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 600 | 177.5 | 1,06,500 |
| 2 | Ordinary rock | cum | 300 | 498.9 | 1,49,670 |
| 3 | Hard rock (blasting prohibited) | cum | 150 | 1,432.95 | 2,14,942.5 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 150 | 196 | 29,400 |
| 5 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 3200 | 17.6 | 56,320 |
| 6 | Beyond 30 cm girth upto and including 60 cm girth | Each | 25 | 532.35 | 13,308.75 |
| 7 | Beyond 60 cm girth upto and including 120 cm girth | Each | 20 | 2,373.5 | 47,470 |
| 8 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 10 | 234.75 | 2,347.5 |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 50 | 310.05 | 15,502.5 |
| 10 | 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 | 30 | 8,340.85 | 2,50,225.5 |
| 11 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 60 | 9,895.2 | 5,93,712 |
| 12 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 200 | 410.85 | 82,170 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 800 | 392.15 | 3,13,720 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 400 | 927.25 | 3,70,900 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 500 | 736.4 | 3,68,200 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 600 | 961.3 | 5,76,780 |
| 17 | Stairs, (excluding landings) except spiral- staircases | Sqm | 200 | 764.95 | 1,52,990 |
| 18 | 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 | 25 | 10,585.9 | 2,64,647.5 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6000 | 107.85 | 6,47,100 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6000 | 107.85 | 6,47,100 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 150 | 9,504.75 | 14,25,712.5 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 150 | 9,860.4 | 14,79,060 |
| 23 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 50 | 733.5 | 36,675 |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 20 | 7,370.65 | 1,47,413 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 9,105.95 | 13,65,892.5 |
| 26 | Area of slab upto 0.50 sqm | Sqm | 200 | 5,413.5 | 10,82,700 |
| 27 | Area of slab over 0.50 sqm | Sqm | 200 | 5,136.3 | 10,27,260 |
| 28 | Granite work | Metre | 300 | 510.95 | 1,53,285 |
| 29 | Each | 5 | 978.7 | 4,893.5 | |
| 30 | 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 | 100 | 1,267.95 | 1,26,795 |
| 31 | Second class teak wood | cum | 3 | 1,42,949.7 | 4,28,849.1 |
| 32 | 30 mm thick shutters | Sqm | 50 | 3,747.3 | 1,87,365 |
| 33 | Second class teak wood | Sqm | 25 | 3,323.2 | 83,080 |
| 34 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 40 | 2,241.8 | 89,672 |
| 35 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 100 | 1,800.45 | 1,80,045 |
| 36 | Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). | Sqm | 100 | 193.55 | 19,355 |
| 37 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 3,167.95 | 95,038.5 |
| 38 | 20 mm dia | Metre | 5 | 393.25 | 1,966.25 |
| 39 | Fixed to steel windows by welding | Kg | 2000 | 219.1 | 4,38,200 |
| 40 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 300 | 238.35 | 71,505 |
| 41 | 300x16 mm | Each | 10 | 216.55 | 2,165.5 |
| 42 | Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors, (weighing not less than 450 gms) and Copper oxidised as per IS 1378 | Each | 10 | 100.6 | 1,006 |
| 43 | 200x10 mm | Each | 10 | 358.4 | 3,584 |
| 44 | 250x16x5 mm | Each | 40 | 308 | 12,320 |
| 45 | 125 mm | Each | 20 | 256.65 | 5,133 |
| 46 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 25 | 121.65 | 3,041.25 |
| 47 | 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 | 10 | 1,124.85 | 11,248.5 |
| 48 | 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 | 100 | 4,488.95 | 4,48,895 |
| 49 | 18 mm thick | Sqm | 20 | 1,362.3 | 27,246 |
| 50 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 105 | 2,593.15 | 2,72,280.75 |
| 51 | 200 mm | Each | 15 | 186.65 | 2,799.75 |
| 52 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in- charge. | ONE SET | 10 | 885.1 | 8,851 |
| 53 | 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 | 15 | 533.25 | 7,998.75 |
| 54 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 9000 | 117.35 | 10,56,150 |
| 55 | 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 | 9000 | 133.7 | 12,03,300 |
| 56 | 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 |
| 57 | Hot finished welded type tubes | Kg | 2500 | 194.4 | 4,86,000 |
| 58 | 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 | 20 | 226 | 4,520 |
| 59 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 400 | 97.2 | 38,880 |
| 60 | 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 | 200 | 772.4 | 1,54,480 |
| 61 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 50 | 8,595.15 | 4,29,757.5 |
| 62 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 50 | 83.85 | 4,192.5 |
| 63 | 25 mm thick | Sqm | 100 | 1,948.25 | 1,94,825 |
| 64 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 100 | 2,354.7 | 2,35,470 |
| 65 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 100 | 1,315.3 | 1,31,530 |
| 66 | Size of Tile 600x600 mm | Sqm | 100 | 1,553.45 | 1,55,345 |
| 67 | Size of Tile 600 x 1200 mm | Sqm | 150 | 1,798.8 | 2,69,820 |
| 68 | Size of Tile 600 x 600 mm | Sqm | 250 | 1,464.85 | 3,66,212.5 |
| 69 | Flat surfaces | Sqm | 50 | 1,718.95 | 85,947.5 |
| 70 | 75 mm diameter | Metre | 50 | 248.8 | 12,440 |
| 71 | 110 mm diameter | Metre | 60 | 377.4 | 22,644 |
| 72 | 75 mm | Each | 20 | 91.7 | 1,834 |
| 73 | 110 mm | Each | 20 | 136.15 | 2,723 |
| 74 | 75x75x75 mm | Each | 20 | 164.2 | 3,284 |
| 75 | 110x110x110 mm | Each | 20 | 234.15 | 4,683 |
| 76 | 75 mm bend | Each | 50 | 105.9 | 5,295 |
| 77 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 78 | 75 mm | Each | 20 | 369.85 | 7,397 |
| 79 | 110 mm | Each | 20 | 371.3 | 7,426 |
| 80 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 100 | 1,355.8 | 1,35,580 |
| 81 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 50 | 1,401.35 | 70,067.5 |
| 82 | 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 | 1200 | 738.65 | 8,86,380 |
| 83 | Ridges plain (500 - 600mm) | Metre | 200 | 532.35 | 1,06,470 |
| 84 | Gutter (600 mm over all girth) | Metre | 200 | 1,313.7 | 2,62,740 |
| 85 | 1:4 (1 cement: 4 coarse sand) | Sqm | 500 | 357.35 | 1,78,675 |
| 86 | 1:4 (1 cement: 4 coarse sand) | Sqm | 700 | 411.75 | 2,88,225 |
| 87 | Neat cement punning. | Sqm | 120 | 79.95 | 9,594 |
| 88 | 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 |
| 89 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 500 | 185.65 | 92,825 |
| 90 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 500 | 116.9 | 58,450 |
| 91 | 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 | 2000 | 193.7 | 3,87,400 |
| 92 | 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 |
| 93 | 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 | 400 | 170.7 | 68,280 |
| 94 | Two or more coats on new work | Sqm | 50 | 155.9 | 7,795 |
| 95 | Two or more coats on new works including a coat of wood filler | Sqm | 10 | 446.25 | 4,462.5 |
| 96 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. | Each | 10 | 563.9 | 5,639 |
| 97 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | Kilo Litre | 100 | 231.05 | 23,105 |
| 98 | 20 mm diameter. | Metre | 100 | 343.5 | 34,350 |
| 99 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 200 | 338.25 | 67,650 |
| 100 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 101 | 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 | 50 | 3,551.25 | 1,77,562.5 |
| 102 | In cement mortar | cum | 50 | 2,060.2 | 1,03,010 |
| 103 | In cement mortar | cum | 50 | 2,458.95 | 1,22,947.5 |
| 104 | Of area 3 sq. metres and below | Each | 15 | 367.2 | 5,508 |
| 105 | R.S. Joists | Kg | 500 | 3.4 | 1,700 |
| 106 | Channels, angles, tees and flats | Kg | 500 | 2.3 | 1,150 |
| 107 | G.S. Sheet | Sqm | 500 | 164.95 | 82,475 |
| 108 | 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 | 700 | 263.95 | 1,84,765 |
| 109 | 90 mm to 45 mm size stone aggregate | cum | 50 | 2,098.4 | 1,04,920 |
| 110 | 63 mm to 45 mm size stone aggregate | cum | 50 | 1,636.05 | 81,802.5 |
| 111 | 53 mm to 22.4 mm size stone aggregate | cum | 50 | 1,842.3 | 92,115 |
| 112 | Stone screening 13.2 mm nominal size (Type A) | cum | 50 | 2,034.35 | 1,01,717.5 |
| 113 | Good earth | cum | 50 | 775.5 | 38,775 |
| 114 | Moorum | cum | 50 | 768.25 | 38,412.5 |
| 115 | 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 | 100 | 1,046.95 | 1,04,695 |
| 116 | Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. | Sqm | 100 | 191.25 | 19,125 |
| 117 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. | Sqm | 200 | 558.3 | 1,11,660 |
| 118 | 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 | 300 | 972 | 2,91,600 |
| 119 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 6,767.4 | 27,069.6 |
| 120 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 16 | 8,006.6 | 1,28,105.6 |
| 121 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 5 | 12,071.75 | 60,358.75 |
| 122 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 9 | 1,879.2 | 16,912.8 |
| 123 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 8 | 1,683.35 | 13,466.8 |
| 124 | 510x1040 mm bowl depth 250 mm | Each | 10 | 6,945.6 | 69,456 |
| 125 | 610x510 mm bowl depth 200 mm | Each | 5 | 4,940.8 | 24,704 |
| 126 | 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 | 10 | 349.15 | 3,491.5 |
| 127 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 3 | 1,034.8 | 3,104.4 |
| 128 | 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 | 3 | 6,940.75 | 20,822.25 |
| 129 | 40 mm dia | Each | 6 | 119.55 | 717.3 |
| 130 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 23 | 53.25 | 1,224.75 |
| 131 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 10 | 1,607.95 | 16,079.5 |
| 132 | Rectangular shape 453x357 mm | Each | 10 | 1,361.8 | 13,618 |
| 133 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 10 | 1,083.5 | 10,835 |
| 134 | C.P. brass | Each | 10 | 803.7 | 8,037 |
| 135 | Sand cast iron S&S as per IS: 3989 | Each | 2 | 1,996.5 | 3,993 |
| 136 | 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 |
| 137 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 4 | 708.95 | 2,835.8 |
| 138 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 2 | 14,999.15 | 29,998.3 |
| 139 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 2 | 18,212.9 | 36,425.8 |
| 140 | 25 mm nominal dia Pipes | Metre | 25 | 401.55 | 10,038.75 |
| 141 | 40 mm nominal dia Pipes | Metre | 50 | 702.95 | 35,147.5 |
| 142 | 50 mm nominal dia Pipes | Metre | 50 | 934.15 | 46,707.5 |
| 143 | 15 mm nominal dia Pipes | Metre | 100 | 497.8 | 49,780 |
| 144 | 25 mm nominal dia Pipes | Metre | 50 | 627.25 | 31,362.5 |
| 145 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 146 | 25 mm nominal bore | Each | 20 | 622.4 | 12,448 |
| 147 | 40 mm nominal bore | Each | 10 | 826.1 | 8,261 |
| 148 | 15 mm nominal bore | Each | 20 | 97.75 | 1,955 |
| 149 | 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 | 20000 | 11 | 2,20,000 |
| 150 | 15 mm nominal bore | Each | 10 | 820.7 | 8,207 |
| 151 | 15mm nominal bore | Each | 5 | 574.3 | 2,871.5 |
| 152 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 118.5 | 5,925 |
| 153 | 150 mm diameter | Metre | 250 | 695.8 | 1,73,950 |
| 154 | 200 mm diameter | Metre | 100 | 970.35 | 97,035 |
| 155 | 300 mm dia. R.C.C. pipe | Metre | 100 | 994.3 | 99,430 |
| 156 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg | Each | 5 | 1,358 | 6,790 |
| 157 | Rectangular shape 600x450 mm internal dimensions | Each | 10 | 1,437.65 | 14,376.5 |
| 158 | Square shape 450 mm internal dimensions | Each | 10 | 1,155.45 | 11,554.5 |
| 159 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 500 | 530.9 | 2,65,450 |
| 160 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 600 | 634.45 | 3,80,670 |
| 161 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 60 | 1,115.4 | 66,924 |
| 162 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 40 | 1,176.8 | 47,072 |
| 163 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 200 | 1,505.25 | 3,01,050 |
| 164 | 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 |
| 165 | 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 | 500 | 688.9 | 3,44,450 |
| 166 | Cement Fiber Board 8 mm thick of type B, Category III as per IS 14862:2000 (High pressure Steam Cured) | Sqm | 20 | 2,221.05 | 44,421 |
| 167 | Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure Steam Cured) | Sqm | 50 | 1,430.15 | 71,507.5 |
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GCC-2022-uptoACS10.pdf
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AnnexureVIB.pdf
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GSTcounsilletterof05july.pdf
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PCEcircular207QualityofworkSiterecord.pdf
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PCEcir208ConcreteMixDesign.pdf
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GCCACS11.pdf
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