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Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
21 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
GATISHAKTI
18 conditions · 4 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. As per IRGCC April-2022, Para 10.2 & 17.15.2 of Tender Form (Second Sheet) of Annexure I, each bidder or each member of a JV must fill Annexure-VIB separately and submit requisite information along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Proforma of Annexure-VIB attached in documents.
As per IRGCC April-2022 Para 10.3 & 17.15.3 of Tender Form (Second Sheet) of Annexure I, for tenders having advertised value more than Rs20 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. The tender/ technical bid will be evaluated based on bid capacity formula detailed asAnnexure- VI. Proforma of Annexure-VI attached in documents.
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 of the previous three financial years. 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. Non submission of above, the offer will be summarily rejected. Proforma of Annexure-VIB attached in documents.
Similar Work for the works means- Construction of any Building work.
The 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 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% ofadvertised value of the tender.
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 fulfilment of technical eligibility criteria for different components.
In such cases, what constitutes a component in a composite work shall be clearly predefined with estimated tender cost of it, as part of the tender documents without any ambiguity.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.
79 conditions · 9 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.
Signature on Receipts for Amount.
Every receipt for money which may become payable or for any security which may become transferable to the Contractors under these presents, shall, if signed in the partnership name by anyone of the partners of a Contractor's firm be a good and sufficient discharge to the Railway in respect of the moneys or security purported to be acknowledged thereby and in the event of death of any of the Contractor, partners during the pendency of the contract, it is hereby expressly agreed that every receipt by anyone of the surviving Contractor partners shall if so signed as aforesaid be good and sufficient discharge as aforesaid provided that nothing in this Clause contained shall be deemed to prejudice or effect any claim which the Railway may hereafter have against the legal representative of any Contractor partner so dying for or in respect to any breach of any of the conditions of the contract, provided also that nothing in this clause contained shall be deemed to prejudice or effect the respective rights or obligations of the Contractor partners and of the legal representatives of any deceased contractor partners interse. (GCC April 2022 para 53).
Applicability of rules for this tender.
IRGCC April 2022 with upto date correction slip.
CPWD DSR (Delhi Schedule of Rates) and CPWD Specifications (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 01.06.2021 with latest Correction Slips issued from time to time by CPWD.
Relevant IS-Codes and Railway Codes and Manuals.
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
(a)"General Condition of Contract" shall mean General Conditions of ContractApril 2022 as contained in Western Railway, Engineering Department "Indian Railways Unified standard specifications (works and materials) Vol-I &II".
"Specifications" shall mean the Specifications for Materials and Works of the Railway as specified under the authority of the Ministry of Railways or Chief Engineer or as amplified, added to or superseded by special specifications if any, appended to the Tender Forms. (GCC April 2022 Part I para I Instructions to tenderers (ITT)).
Standard Schedule of Rates (SSOR) shall mean the schedule of Rates adopted by the Railway, which includes- 1."Unified Standard Schedule of Rates of the Railway (USSOR)" i.e. the Standard Schedule of Rates of the Railway issued under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents; 2. "Delhi Schedule Of Rates (DSR)" i.e. the Standard Schedule of Rates published by Director General/ Central Public Works Department, Government of India, New Delhi, as adopted and modified by the Railway under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents
If any dispute arises between the parties with respect to this agreement any application or suit shall be instituted only in the; court with the local limits or whose Jurisdiction, the Western Railway's Divisional Headquarters office is situated and both the parties shall be bound by this clause. (Head Quarters Letter No. CE-Circular No. 11/No. W/623/5/ARB/1 dt. 26.04.04).
Proposed New Office Building of Chief Project Manager (Gati Shakti Unit) Rajkot Division.
RJT-GSU-26-27-E-1-OFFICE~WR
RJT-GSU-26-27-E-1-OFFICE
Open
Works - General
12 Months
Rajkot, Gujarat
₹0
₹3.2 L
29 Sept 2026
29 Sept 2026
7 Oct 2026
172 items across 2 schedules · ₹3,65,595 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 650 | 177.5 | 1,15,375 |
| 2 | Ordinary rock | cum | 200 | 498.9 | 99,780 |
| 3 | All kinds of soil. | cum | 150 | 260.3 | 39,045 |
| 4 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 150 | 215.6 | 32,340 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 80 | 352.15 | 28,172 |
| 6 | 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 | 500 | 196 | 98,000 |
| 7 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 250 | 700.5 | 1,75,125 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 50 | 2,123.75 | 1,06,187.5 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 45 | 7,294.7 | 3,28,261.5 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 500 | 842.5 | 4,21,250 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 250 | 392.15 | 98,037.5 |
| 12 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 650 | 842.5 | 5,47,625 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 350 | 927.25 | 3,24,537.5 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 400 | 736.4 | 2,94,560 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 250 | 961.3 | 2,40,325 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 70 | 764.95 | 53,546.5 |
| 17 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 120 | 392.15 | 47,058 |
| 18 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 50 | 951.1 | 47,555 |
| 19 | 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 | 15 | 10,585.9 | 1,58,788.5 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 15000 | 107.85 | 16,17,750 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 25000 | 107.85 | 26,96,250 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 125 | 9,504.75 | 11,88,093.75 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 150 | 9,860.4 | 14,79,060 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 400 | 733.5 | 2,93,400 |
| 25 | Area of slab upto 0.50 sqm | Sqm | 50 | 3,414.8 | 1,70,740 |
| 26 | 18 mm thick | Sqm | 100 | 1,492.8 | 1,49,280 |
| 27 | 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 | 70 | 1,267.95 | 88,756.5 |
| 28 | Sal wood | cum | 2 | 1,16,520.3 | 2,33,040.6 |
| 29 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 50 | 2,241.8 | 1,12,090 |
| 30 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 2,392.65 | 1,19,632.5 |
| 31 | Fixed to steel windows by welding | Kg | 600 | 219.1 | 1,31,460 |
| 32 | With 12 mm mild steel U beading | Sqm | 35 | 939.2 | 32,872 |
| 33 | 300x16 mm | Each | 10 | 303.25 | 3,032.5 |
| 34 | 250x16 mm | Each | 10 | 260.6 | 2,606 |
| 35 | 150x10 mm | Each | 50 | 82.55 | 4,127.5 |
| 36 | 125 mm | Each | 55 | 66.25 | 3,643.75 |
| 37 | Using R2 series with frame (40 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 | 50 | 8,298.85 | 4,14,942.5 |
| 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 | 2000 | 133.7 | 2,67,400 |
| 39 | Hot finished welded type tubes | Kg | 650 | 194.4 | 1,26,360 |
| 40 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 40 | 614.2 | 24,568 |
| 41 | Ordinary cement without any pigment | Sqm | 275 | 1,379 | 3,79,225 |
| 42 | 25 mm thick | Sqm | 35 | 1,948.25 | 68,188.75 |
| 43 | 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 | 35 | 2,354.7 | 82,414.5 |
| 44 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 45 | 191.4 | 8,613 |
| 45 | Size of Tile 600x600 mm | Sqm | 450 | 1,553.45 | 6,99,052.5 |
| 46 | In 75x75 mm deep chase | Metre | 75 | 305.15 | 22,886.25 |
| 47 | Flat surfaces | Sqm | 80 | 1,718.95 | 1,37,516 |
| 48 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. | Sqm | 30 | 607.45 | 18,223.5 |
| 49 | 110 mm diameter | Metre | 40 | 377.4 | 15,096 |
| 50 | 110 mm | Each | 10 | 136.15 | 1,361.5 |
| 51 | 110x110x110 mm | Each | 10 | 221.35 | 2,213.5 |
| 52 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 53 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 54 | 110 mm | Each | 20 | 371.3 | 7,426 |
| 55 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 150 | 1,355.8 | 2,03,370 |
| 56 | 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 | 100 | 738.65 | 73,865 |
| 57 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 40 | 2,215.15 | 88,606 |
| 58 | 1:4 (1 cement: 4 fine sand) | Sqm | 1200 | 347.05 | 4,16,460 |
| 59 | 1:6 (1 cement: 6 fine sand) | Sqm | 1000 | 333.35 | 3,33,350 |
| 60 | 1:4 (1 cement: 4 fine sand) | Sqm | 150 | 425.55 | 63,832.5 |
| 61 | 1:3 (1 cement : 3 fine sand) | Sqm | 450 | 300.45 | 1,35,202.5 |
| 62 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1200 | 262.7 | 3,15,240 |
| 63 | 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 | 300 | 185.65 | 55,695 |
| 64 | 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 | 600 | 193.7 | 1,16,220 |
| 65 | 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 | 150 | 170.7 | 25,605 |
| 66 | Two or more coats on new work | Sqm | 120 | 155.9 | 18,708 |
| 67 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 45 | 226.25 | 10,181.25 |
| 68 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). | Sqm | 45 | 1,162.25 | 52,301.25 |
| 69 | 15 mm wide and 15 mm deep groove | Metre | 120 | 75.15 | 9,018 |
| 70 | Old work (one or more coats) | Sqm | 375 | 62.7 | 23,512.5 |
| 71 | Two coats | Sqm | 1400 | 142.8 | 1,99,920 |
| 72 | 200 mm | Each | 10 | 87.75 | 877.5 |
| 73 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 45 | 2,434.25 | 1,09,541.25 |
| 74 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 15 | 1,503.6 | 22,554 |
| 75 | Of area 3 sq. metres and below | Each | 5 | 143.5 | 717.5 |
| 76 | Asbestos Cement sheet | Sqm | 50 | 77.3 | 3,865 |
| 77 | 90 mm to 45 mm size stone aggregate | cum | 50 | 2,098.4 | 1,04,920 |
| 78 | 53 mm to 22.4 mm size stone aggregate | cum | 25 | 1,842.3 | 46,057.5 |
| 79 | Moorum | cum | 35 | 768.25 | 26,888.75 |
| 80 | 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 | 30 | 1,046.95 | 31,408.5 |
| 81 | Cement concrete prepared with batch mixing machine | cum | 15 | 10,529.35 | 1,57,940.25 |
| 82 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in- charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 370 | 375.8 | 1,39,046 |
| 83 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 200 | 1,045.65 | 2,09,130 |
| 84 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 10 | 1,879.2 | 18,792 |
| 85 | Oval shape 450x350 mm (outer dimensions) | Each | 10 | 1,377.1 | 13,771 |
| 86 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 10 | 1,044.75 | 10,447.5 |
| 87 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 575.45 | 5,754.5 |
| 88 | 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 | 10 | 708.95 | 7,089.5 |
| 89 | 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 | 10 | 18,212.9 | 1,82,129 |
| 90 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 60 | 545.75 | 32,745 |
| 91 | PN - 10 Pipe, 50mm OD (SDR-11) | Metre | 80 | 580.1 | 46,408 |
| 92 | 25 mm nominal dia Pipes | Metre | 80 | 627.25 | 50,180 |
| 93 | 100 mm nominal dia Pipes | Metre | 50 | 3,271.7 | 1,63,585 |
| 94 | 150 mm nominal dia Pipes | Metre | 30 | 6,822.7 | 2,04,681 |
| 95 | 25 to 40 mm nominal bore | Each | 10 | 911.9 | 9,119 |
| 96 | 50 to 80 mm nominal bore | Each | 10 | 1,785.35 | 17,853.5 |
| 97 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 98 | 40 mm nominal bore | Each | 10 | 826.1 | 8,261 |
| 99 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 100 | 15 mm nominal bore | Each | 10 | 406.85 | 4,068.5 |
| 101 | 20 mm nominal bore | Each | 10 | 462.5 | 4,625 |
| 102 | 25 mm nominal bore | Each | 10 | 464.05 | 4,640.5 |
| 103 | Class I | Each | 10 | 4,791.2 | 47,912 |
| 104 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 5000 | 11 | 55,000 |
| 105 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 106 | 15 mm nominal bore | Each | 10 | 670.45 | 6,704.5 |
| 107 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 10 | 176.85 | 1,768.5 |
| 108 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 10 | 196.95 | 1,969.5 |
| 109 | 50 mm nominal bore, 242mm long, weighing not less than 1240 gms | Each | 10 | 1,375.95 | 13,759.5 |
| 110 | 100 mm diameter | Metre | 70 | 443.6 | 31,052 |
| 111 | 150 mm diameter | Metre | 50 | 695.8 | 34,790 |
| 112 | Rectangular shape 600x450 mm internal dimensions | Each | 5 | 1,437.65 | 7,188.25 |
| 113 | 600 mm dia RCC pipes. | Metre | 50 | 3,401.25 | 1,70,062.5 |
| 114 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 550 | 495.05 | 2,72,277.5 |
| 115 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 120 | 598.6 | 71,832 |
| 116 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 25 | 1,176.8 | 29,420 |
| 117 | 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 | 45 | 5,325.9 | 2,39,665.5 |
| 118 | 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 | 200 | 688.9 | 1,37,780 |
| 119 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 250 | 1,684.6 | 4,21,150 |
| 120 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 85 | 8,042.3 | 6,83,595.5 |
| 121 | 300 mm dia | Metre | 20 | 825.7 | 16,514 |
| 122 | 300 mm dia | Metre | 20 | 1,870.6 | 37,412 |
| 123 | 200 mm nominal size dia | Metre | 40 | 1,113.35 | 44,534 |
| 124 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 2 | 1,509.8 | 3,019.6 |
| 125 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. | cum | 2 | 1,538.25 | 3,076.5 |
| 126 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 2 | 1,538.25 | 3,076.5 |
| 127 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 20 | 2,442.75 | 48,855 |
| 128 | 200 mm nominal size dia | Metre | 20 | 2,571.05 | 51,421 |
| 129 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer- in-charge. | Hour | 5 | 1,085.05 | 5,425.25 |
| 130 | 200 mm dia | Each | 5 | 321.15 | 1,605.75 |
| 131 | 200 mm clamp | Each | 5 | 2,293.65 | 11,468.25 |
| 132 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 7,387.25 | 1,84,681.25 |
| 133 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 9,844.65 | 14,76,697.5 |
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