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Tender Value
₹8.0 Cr
EMD Value
₹16.1 L
Closing Date
3 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WA SECITON
21 conditions · 6 needing a document upload
Financial Eligibility Criteria: 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, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF AUDITED BALANCE SHEET.
Financial Eligibility Criteria: 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, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF ANNEXURE VI-B.(Proforma is available in document).
Similar nature of Work: To be complied as per GCC April 2022, Clause 10.1 (b) and Clause 17.15.1 (b). This is a Composite work comprising of different components having different similar nature of work for each component.
Definition Of Similar Work: - For Works involving Civil Engineering works (Sch- A+D+G)) = Rs.7,13,95,218.96 Similar nature of Work: Any Civil Engineering work i.e 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.)
Definition Of Similar Work: -For Works involving Track works (Sch-B+C+E+F+H) = Rs.88,71,358.76 Similar nature of Work: Any Track work i.e 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.)
71 conditions · 6 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.
CPWD DSR-2023 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 16.01.2023 with latest Correction Slips issued from time to time by CPWD.
Performance Guarantee As per ACS-11 dtd 13.03.2026 Para 16(4)(h) Introduced to GCC Apr2022 is as under Para 16(4)(h) If a tender is accepted on the quoted rates of bidder which is below the advertised tender value, an additional performance security shall be submitted by bider as below - Bid quoted Below 0 to 5 % (inclusive) of advertised cost - Additional Performance Guarantee (%) = NIL Bid quoted Below 5 % - of advertised cost - Additional Performance Guarantee (%) = 5%
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
GCC-April 2022 with upto date correction slip.
CPWD DSR-2018 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (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 Contract-April 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)
Bakaniabhori - Providing track work at Goods shed.
RTM-2026-27-65
RTM-2026-27-65
Open
Works - General
15 Months
Ratlam, Madhya Pradesh
₹0
₹16.1 L
3 Aug 2026
9 Jul 2026
20 Jul 2026
253 items across 8 schedules · ₹1,24,56,582.48 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2038 | 177.5 | 3,61,745 |
| 2 | Ordinary rock | cum | 23 | 498.9 | 11,474.7 |
| 3 | All kinds of soil. | cum | 75 | 260.3 | 19,522.5 |
| 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 | 350 | 196 | 68,600 |
| 5 | 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 | 8000 | 700.5 | 56,04,000 |
| 6 | All kinds of soil | cum | 1000 | 126.8 | 1,26,800 |
| 7 | 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 | 15 | 8,340.85 | 1,25,112.75 |
| 8 | 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 | 15 | 7,878.5 | 1,18,177.5 |
| 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 | 1104 | 7,294.7 | 80,53,348.8 |
| 10 | Foundations, footings, bases for columns | Sqm | 50 | 392.15 | 19,607.5 |
| 11 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 100 | 842.5 | 84,250 |
| 12 | 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 | 100 | 9,045.75 | 9,04,575 |
| 13 | cum | 50 | 11,505.5 | 5,75,275 | |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1542 | 392.15 | 6,04,695.3 |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 1625 | 842.5 | 13,69,062.5 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 209.7 | 927.25 | 1,94,444.33 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 100 | 736.4 | 73,640 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 170 | 961.3 | 1,63,421 |
| 19 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 951.1 | 9,511 |
| 20 | 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 | 1 | 10,585.9 | 10,585.9 |
| 21 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 171000 | 107.85 | 1,84,42,350 |
| 22 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 26000 | 107.85 | 28,04,100 |
| 23 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 10 | 78.4 | 784 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 115 | 9,504.75 | 10,93,046.25 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 9,860.4 | 9,86,040 |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 500 | 733.5 | 3,66,750 |
| 27 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 100 | 9,333.45 | 9,33,345 |
| 28 | Area of slab upto 0.50 sqm | Sqm | 20 | 3,414.8 | 68,296 |
| 29 | Area of slab over 0.50 sqm | Sqm | 40 | 3,078.4 | 1,23,136 |
| 30 | Area of slab upto 0.50 sqm | Sqm | 30 | 5,413.5 | 1,62,405 |
| 31 | Area of slab over 0.50 sqm | Sqm | 10 | 5,136.3 | 51,363 |
| 32 | Granite work | Metre | 50 | 510.95 | 25,547.5 |
| 33 | 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 |
| 34 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 20 | 2,241.8 | 44,836 |
| 35 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 20 | 3,167.95 | 63,359 |
| 36 | With 12 mm mild steel U beading | Sqm | 50 | 939.2 | 46,960 |
| 37 | 250x16 mm | Each | 20 | 260.6 | 5,212 |
| 38 | 100x10 mm | Each | 20 | 64.7 | 1,294 |
| 39 | 125 mm | Each | 20 | 66.25 | 1,325 |
| 40 | Twin rubber stopper | Each | 10 | 72.35 | 723.5 |
| 41 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 50 | 492.7 | 24,635 |
| 42 | 30 mm thick plain PVC door shutters | Sqm | 15 | 3,182.95 | 47,744.25 |
| 43 | 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 | 80000 | 117.35 | 93,88,000 |
| 44 | 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 | 150000 | 133.7 | 2,00,55,000 |
| 45 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 20 | 5,804.35 | 1,16,087 |
| 46 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 5000 | 97.2 | 4,86,000 |
| 47 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 100 | 123.6 | 12,360 |
| 48 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2000 | 172.6 | 3,45,200 |
| 49 | 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 |
| 50 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 20 | 844.7 | 16,894 |
| 51 | 25 mm thick | Sqm | 100 | 1,948.25 | 1,94,825 |
| 52 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 50 | 1,096.55 | 54,827.5 |
| 53 | Size of Tile 600 x 600 mm | Sqm | 200 | 1,464.85 | 2,92,970 |
| 54 | 75 mm diameter | Metre | 50 | 248.8 | 12,440 |
| 55 | 110 mm diameter | Metre | 250 | 377.4 | 94,350 |
| 56 | 75 mm | Each | 10 | 91.7 | 917 |
| 57 | 110 mm | Each | 50 | 136.15 | 6,807.5 |
| 58 | 75x75x75 mm | Each | 10 | 144.3 | 1,443 |
| 59 | 110x110x110 mm | Each | 50 | 221.35 | 11,067.5 |
| 60 | 75 mm bend | Each | 10 | 105.9 | 1,059 |
| 61 | 110 mm bend | Each | 50 | 150.35 | 7,517.5 |
| 62 | 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 | 10000 | 738.65 | 73,86,500 |
| 63 | Ridges plain (500 - 600mm) | Metre | 705 | 532.35 | 3,75,306.75 |
| 64 | Gutter (600 mm over all girth) | Metre | 1400 | 1,313.7 | 18,39,180 |
| 65 | 1:4 (1 cement: 4 fine sand) | Sqm | 1500 | 399.45 | 5,99,175 |
| 66 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 500 | 262.7 | 1,31,350 |
| 67 | 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 | 1500 | 181.25 | 2,71,875 |
| 68 | Two or more coats on new work | Sqm | 250 | 155.9 | 38,975 |
| 69 | Two or more coats on new work | Sqm | 2000 | 146.8 | 2,93,600 |
| 70 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 1 | 2,434.25 | 2,434.25 |
| 71 | 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 | 2 | 3,551.25 | 7,102.5 |
| 72 | 90 mm to 45 mm size stone aggregate | cum | 500 | 2,098.4 | 10,49,200 |
| 73 | 63 mm to 45 mm size stone aggregate | cum | 500 | 1,636.05 | 8,18,025 |
| 74 | 53 mm to 22.4 mm size stone aggregate | cum | 500 | 1,842.3 | 9,21,150 |
| 75 | Stone screening 11.2 mm nominal size (Type B) | cum | 200 | 2,247.75 | 4,49,550 |
| 76 | Moorum | cum | 2000 | 768.25 | 15,36,500 |
| 77 | 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 | 2000 | 1,046.95 | 20,93,900 |
| 78 | Cement concrete prepared with batch mixing machine | cum | 715.5 | 10,529.35 | 75,33,749.93 |
| 79 | New work (Two or more coats) | Sqm | 250 | 188.2 | 47,050 |
| 80 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in- charge. | Sqm | 100 | 972 | 97,200 |
| 81 | 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 |
| 82 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 6,515.55 | 6,515.55 |
| 83 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3 | 2,301.75 | 6,905.25 |
| 84 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 4 | 2,784.95 | 11,139.8 |
| 85 | 10 litre capacity - White | Each | 4 | 1,190.65 | 4,762.6 |
| 86 | White solid plastic seat with lid | Each | 4 | 684.85 | 2,739.4 |
| 87 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 4 | 1,648.95 | 6,595.8 |
| 88 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 2 | 4,048.65 | 8,097.3 |
| 89 | 32 mm dia | Each | 5 | 103.9 | 519.5 |
| 90 | 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 | 2 | 1,607.95 | 3,215.9 |
| 91 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 4 | 115.3 | 461.2 |
| 92 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 10 | 175.4 | 1,754 |
| 93 | 15 mm dia nominal bore | Metre | 50 | 366.4 | 18,320 |
| 94 | 25 mm dia nominal bore | Metre | 10 | 551.7 | 5,517 |
| 95 | 15 mm dia nominal bore | Metre | 50 | 322.15 | 16,107.5 |
| 96 | 25 mm dia nominal bore | Metre | 50 | 467.75 | 23,387.5 |
| 97 | 50 mm dia nominal bore | Metre | 500 | 762.15 | 3,81,075 |
| 98 | 25 mm nominal bore | Each | 5 | 622.4 | 3,112 |
| 99 | 50 mm nominal bore | Each | 5 | 1,026.65 | 5,133.25 |
| 100 | 25 mm nominal bore | Each | 2 | 464.05 | 928.1 |
| 101 | 15 mm nominal bore | Each | 5 | 85 | 425 |
| 102 | Laying in position S&S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. (excluding cost of specials). | Quintal | 2 | 661.85 | 1,323.7 |
| 103 | Class I | Each | 2 | 4,791.2 | 9,582.4 |
| 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 | 10000 | 11 | 1,10,000 |
| 105 | 15 mm nominal bore | Each | 11 | 506.8 | 5,574.8 |
| 106 | 15 mm nominal bore | Each | 5 | 798.95 | 3,994.75 |
| 107 | 15 mm nominal bore | Each | 5 | 670.45 | 3,352.25 |
| 108 | 15mm nominal bore | Each | 5 | 574.3 | 2,871.5 |
| 109 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 20 | 74.8 | 1,496 |
| 110 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 21 | 125.6 | 2,637.6 |
| 111 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 4 | 118.5 | 474 |
| 112 | 100 mm dia Ductile Iron Double Flanged | Metre | 50 | 1,821.55 | 91,077.5 |
| 113 | 150 mm dia Ductile Iron Double Flanged | Metre | 50 | 2,607.5 | 1,30,375 |
| 114 | 200 mm diameter | Metre | 10 | 970.35 | 9,703.5 |
| 115 | 450 mm dia RCC pipes. | Metre | 30 | 2,676.55 | 80,296.5 |
| 116 | 600 mm dia RCC pipes. | Metre | 30 | 3,401.25 | 1,02,037.5 |
| 117 | 900 mm dia RCC pipes. | Metre | 30 | 5,377.25 | 1,61,317.5 |
| 118 | 1200 mm dia RCC pipes. (Laying by manual/ mechanical means) | Metre | 20 | 9,126.2 | 1,82,524 |
| 119 | 1800 mm dia RCC pipes. (Laying by manual/ mechanical means) | Metre | 20 | 16,184 | 3,23,680 |
| 120 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 495.05 | 49,505 |
| 121 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 530.9 | 53,090 |
| 122 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 598.6 | 59,860 |
| 123 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 634.45 | 63,445 |
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