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Tender Value
₹55.0 Cr
EMD Value
₹1.1 Cr
Closing Date
25 Jun 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
ENGG CONST
13 conditions · 2 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, (GCC- 2022 Correction slip No. 1) 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 averageof "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 shee tof 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 supportedby Audited Balance Sheet.
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 - Single Similar Work - 1. "Any Civil Engineering work involving earthwork in embankment/cutting and construction of bridges" Value - Rs. 34.52 Cr. (Rs. 34.52 Cr x 30% = 10.356 Cr, Rs. 34.52 Cr x 40% = 13.808 Cr and 34.52 Cr x 60% = 20.712 Cr). 2. "Any Permanent way work" Value- Rs.20.48 Cr. (Rs. 20.48 Cr x 30% = 6.144 Cr, Rs. 20.48 Cr x 40% = 8.192 Cr and 20.48 Cr x 60% = 12.288 Cr). For Non lead(other) members of JV: "Who is/are not satisfying the technical eligibility for the work as per para 10.1 above, shall have technical capacity of minimum 10% of the cost of work i.e., each non-lead member of JV member must have satisfactorily completed or substantially completed during the last 07 (seven) years, ending last day of month previous to the one in which tender is invited, one similar single work for a minimum of 10% of advertised value of the tender." (Rs. 55.00 Cr x 10% - Rs. 5.50 Cr)
6 conditions · 4 needing a document upload
TENDER FORM (First Sheet) (Ref: page 27 ofTenderBooklet /Page 9 & 10 of GCC APRIL 2022).
Documents as per the requirement offinancialeligibility criteria (Ref: Clause 10.2 and fortendererparticipating as JV firm Clause 17.15.2 ofTENDERFORM (Second Sheet) along with AnnexureVIBatPage 14, 24-25 & 40 of GCC APRIL 2022) and /GCC- 2022 Correction slip No. 1 page No. 2 of point (A).
Certificate, stating that the tenderer/s are not liabletobe disqualified and all their statements /documentssubmitted along with bid are true andfactual, as perAnnexure-V (Ref: Para 6.1 of Part-1,Instruction toTenderers (ITT) at Page 7 & 33- 34 ofGCC APRIL2022). In addition to Annexure V, in caseof other thancompany/ proprietary firm, Annexure V(A) shall alsobe submitted by each member of apartnership firm/Joint venture (JV) /Hindu UndividedFamily (HUF) /Limited Lability Partnership firm (LLP)etc. as the casemay be. (Advance correction slipNo.2 of GCC 2022.)
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.
Work(s) completion certificate(s) as pertherequirement of Technical eligibility criteria(Ref:Clause 10.1 & and for tenderer participating asJVfirm Clause 17.15.1 of TENDER FORM (SecondSheet)at Page 12-14 & 24 of GCC APRIL 2022) and /GCC- 2022 Correction slip No. 1 page No. 2 of point (B).
Earthwork, Bridgework, Building work, Shifting of Utility structures such as Platform, COP, Washable apron & other structures & building. P-way work, Ballast supply in Wardha Yard, from Km 755.739 to km 759.846 including cut & Connection of Wardha - Yavatmal line in connection with Bhusawal - Wardha 3rd & 4th line.
DY-CE-C-NGP-04-of2026
DY-CE-C-NGP-04-of2026
Open
Works - General
12 Months
Nagpur, Maharashtra
₹0
₹1.1 Cr
25 Jun 2026
25 May 2026
11 Jun 2026
217 items across 2 schedules · ₹10,79,76,993.9 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 800 | 177.5 | 1,42,000 |
| 2 | Ordinary rock | cum | 400 | 498.9 | 1,99,560 |
| 3 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | Metre | 250 | 998.65 | 2,49,662.5 |
| 4 | Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia | Metre | 500 | 1,149.1 | 5,74,550 |
| 5 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | Metre | 225 | 729.8 | 1,64,205 |
| 6 | 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 | 2500 | 700.5 | 17,51,250 |
| 7 | All kinds of soil | cum | 300 | 126.8 | 38,040 |
| 8 | Ordinary or hard rock | cum | 150 | 227.4 | 34,110 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 45 | 2,123.75 | 95,568.75 |
| 10 | All kinds of soil | Sqm | 2250 | 34.15 | 76,837.5 |
| 11 | 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 | 68 | 7,294.7 | 4,96,039.6 |
| 12 | Foundations, footings, bases for columns | Sqm | 250 | 392.15 | 98,037.5 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 130 | 392.15 | 50,979.5 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 50 | 842.5 | 42,125 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 322 | 927.25 | 2,98,574.5 |
| 16 | Shelves (Cast in situ) | Sqm | 40 | 927.25 | 37,090 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 352 | 736.4 | 2,59,212.8 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 450 | 961.3 | 4,32,585 |
| 19 | Stairs, (excluding landings) except spiral-staircases | Sqm | 10 | 764.95 | 7,649.5 |
| 20 | 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 | 20 | 392.15 | 7,843 |
| 21 | Under 20 cm wide | Metre | 180 | 208.55 | 37,539 |
| 22 | Above 20 cm wide | Sqm | 75 | 879.05 | 65,928.75 |
| 23 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 44 | 951.1 | 41,848.4 |
| 24 | 50 mm thick | Sqm | 100 | 1,886.9 | 1,88,690 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 33218 | 107.85 | 35,82,561.3 |
| 26 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 23180 | 107.85 | 24,99,963 |
| 27 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 75 | 9,504.75 | 7,12,856.25 |
| 28 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 86 | 9,655.7 | 8,30,390.2 |
| 29 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 38 | 9,860.4 | 3,74,695.2 |
| 30 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 120 | 10,011.35 | 12,01,362 |
| 31 | Door frame 125 mmx 60 mm | Metre | 30 | 814.85 | 24,445.5 |
| 32 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 31 | 7,132.25 | 2,21,099.75 |
| 33 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 105 | 8,752.55 | 9,19,017.75 |
| 34 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 78 | 10,195.45 | 7,95,245.1 |
| 35 | Area of slab upto 0.50 sqm | Sqm | 38 | 5,413.5 | 2,05,713 |
| 36 | Area of slab over 0.50 sqm | Sqm | 13 | 5,136.3 | 66,771.9 |
| 37 | Granite work | Metre | 525 | 510.95 | 2,68,248.75 |
| 38 | Each | 6 | 978.7 | 5,872.2 | |
| 39 | Granite Stone of approved shade | Sqm | 11 | 4,051.85 | 44,570.35 |
| 40 | 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 | 95 | 1,267.95 | 1,20,455.25 |
| 41 | Second class teak wood | cum | 1 | 1,42,949.7 | 1,42,949.7 |
| 42 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 18 | 3,473.85 | 62,529.3 |
| 43 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 11 | 2,392.65 | 26,319.15 |
| 44 | On one side only | Sqm | 11 | 478 | 5,258 |
| 45 | 20 mm dia | Metre | 38 | 393.25 | 14,943.5 |
| 46 | Fixed to steel windows by welding | Kg | 750 | 219.1 | 1,64,325 |
| 47 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 108 | 228.85 | 24,715.8 |
| 48 | 150x10 mm | Each | 15 | 287.25 | 4,308.75 |
| 49 | 300x16x5 mm | Each | 15 | 322.2 | 4,833 |
| 50 | 250x16x5 mm | Each | 15 | 308 | 4,620 |
| 51 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 15 | 121.65 | 1,824.75 |
| 52 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 5 | 998.35 | 4,991.75 |
| 53 | 125 mm | Each | 30 | 231.05 | 6,931.5 |
| 54 | 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 | 98 | 492.7 | 48,284.6 |
| 55 | 30 mm thick plain PVC door shutters | Sqm | 115 | 3,182.95 | 3,66,039.25 |
| 56 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 107 | 10,993.55 | 11,76,309.85 |
| 57 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 6 | 8,247.25 | 49,483.5 |
| 58 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 6 | 9,155.2 | 54,931.2 |
| 59 | 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 | 3500 | 117.35 | 4,10,725 |
| 60 | 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 | 40500 | 133.7 | 54,14,850 |
| 61 | 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 | 23 | 11,439.6 | 2,63,110.8 |
| 62 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 18 | 5,563.75 | 1,00,147.5 |
| 63 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 13 | 3,653.2 | 47,491.6 |
| 64 | Hot finished welded type tubes | Kg | 9828 | 194.4 | 19,10,563.2 |
| 65 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 35 | 220.65 | 7,722.75 |
| 66 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 261 | 97.2 | 25,369.2 |
| 67 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 10829 | 172.6 | 18,69,085.4 |
| 68 | 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 | 275 | 772.4 | 2,12,410 |
| 69 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 45 | 844.7 | 38,011.5 |
| 70 | 4.0 mm thick glass panes | Sqm | 45 | 1,064.65 | 47,909.25 |
| 71 | 25 mm thick | Sqm | 225 | 1,948.25 | 4,38,356.25 |
| 72 | 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 | 55 | 1,096.55 | 60,310.25 |
| 73 | Size of Tile 800x800 mm | Sqm | 320 | 1,885.5 | 6,03,360 |
| 74 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 58 | 3,186.7 | 1,84,828.6 |
| 75 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 48 | 1,029.65 | 49,423.2 |
| 76 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 36 | 195.6 | 7,041.6 |
| 77 | 75 mm diameter | Metre | 33 | 248.8 | 8,210.4 |
| 78 | 110 mm diameter | Metre | 98 | 377.4 | 36,985.2 |
| 79 | 75 mm | Each | 16 | 91.7 | 1,467.2 |
| 80 | 110 mm | Each | 16 | 136.15 | 2,178.4 |
| 81 | 75 mm | Each | 16 | 93.1 | 1,489.6 |
| 82 | 110 mm | Each | 16 | 127.6 | 2,041.6 |
| 83 | 75x75x75 mm | Each | 16 | 164.2 | 2,627.2 |
| 84 | 110x110x110 mm | Each | 16 | 234.15 | 3,746.4 |
| 85 | 75x75x75 mm | Each | 16 | 144.3 | 2,308.8 |
| 86 | 110x110x110 mm | Each | 16 | 221.35 | 3,541.6 |
| 87 | 75 mm bend | Each | 16 | 105.9 | 1,694.4 |
| 88 | 110 mm bend | Each | 16 | 150.35 | 2,405.6 |
| 89 | 110 mm Shoe | Each | 16 | 131.85 | 2,109.6 |
| 90 | 75 mm | Each | 22 | 369.85 | 8,136.7 |
| 91 | 110 mm | Each | 28 | 371.3 | 10,396.4 |
| 92 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. | Each | 13 | 84.55 | 1,099.15 |
| 93 | 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 | 815 | 738.65 | 6,01,999.75 |
| 94 | 1:4 (1 cement: 4 fine sand) | Sqm | 1800 | 347.05 | 6,24,690 |
| 95 | 1:4 (1 cement: 4 fine sand) | Sqm | 950 | 399.45 | 3,79,477.5 |
| 96 | 1:4 (1 cement: 4 fine sand) | Sqm | 150 | 477.9 | 71,685 |
| 97 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1675 | 262.7 | 4,40,022.5 |
| 98 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 985 | 171.1 | 1,68,533.5 |
| 99 | 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 | 2100 | 193.7 | 4,06,770 |
| 100 | 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 | 93 | 176.25 | 16,391.25 |
| 101 | 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 | 550 | 170.7 | 93,885 |
| 102 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 660 | 11,098.45 | 73,24,977 |
| 103 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion j o i n t s in roads / pavements all complete as per direction of the Engineer-in-Charge. | per cm depth per cm width per metre length | 4390 | 8.65 | 37,973.5 |
| 104 | New work (Two or more coats) | Sqm | 75 | 188.2 | 14,115 |
| 105 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 350 | 206.3 | 72,205 |
| 106 | 50 to 100 mm average compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 290 | 11,129.55 | 32,27,569.5 |
| 107 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 175 | 12,126.2 | 21,22,085 |
| 108 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 315 | 747.8 | 2,35,557 |
| 109 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 65 | 10,117.6 | 6,57,644 |
| 110 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade | Sqm | 472 | 1,067.1 | 5,03,671.2 |
| 111 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | Sqm | 2550 | 7 | 17,850 |
| 112 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 991 | 2,784 | 27,58,944 |
| 113 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 508 | 2,914.3 | 14,80,464.4 |
| 114 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | cum | 390 | 4,148.65 | 16,17,973.5 |
| 115 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 1530 | 1,045.65 | 15,99,844.5 |
| 116 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 782 | 3,081.95 | 24,10,084.9 |
| 117 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 118 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 119 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 6,258.75 | 62,587.5 |
| 120 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 8 | 2,301.75 | 18,414 |
| 121 | 610x510 mm bowl depth 200 mm | Each | 5 | 4,940.8 | 24,704 |
| 122 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 10 | 142.85 | 1,428.5 |
| 123 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 10 | 1,034.8 | 10,348 |
| 124 | 32 mm dia | Each | 10 | 103.9 | 1,039 |
| 125 | 32 mm dia | Each | 8 | 119.55 | 956.4 |
| 126 | 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 | 8 | 1,607.95 | 12,863.6 |
| 127 | C.P. brass | Each | 10 | 803.7 | 8,037 |
| 128 | Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms | Each | 10 | 367.1 | 3,671 |
| 129 | 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 |
| 130 | 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 |
| 131 | 15 mm nominal dia Pipes | Metre | 125 | 497.8 | 62,225 |
| 132 | 20 mm nominal dia Pipes | Metre | 150 | 537.6 | 80,640 |
| 133 | 25 mm nominal dia Pipes | Metre | 135 | 627.25 | 84,678.75 |
| 134 | 32 mm nominal dia Pipes | Metre | 115 | 739.3 | 85,019.5 |
| 135 | 25 mm nominal dia Pipes | Metre | 98 | 355.4 | 34,829.2 |
| 136 | 40 mm nominal dia Pipes | Metre | 115 | 563.05 | 64,750.75 |
| 137 | 50 mm nominal dia Pipes | Metre | 138 | 794.25 | 1,09,606.5 |
| 138 | 80 mm nominal dia Pipes | Metre | 125 | 2,166.35 | 2,70,793.75 |
| 139 | 100 mm nominal dia Pipes | Metre | 68 | 3,271.7 | 2,22,475.6 |
| 140 | 15 mm dia nominal bore | Metre | 125 | 580.45 | 72,556.25 |
| 141 | 25 mm dia nominal bore | Metre | 135 | 467.75 | 63,146.25 |
| 142 | 50 mm dia nominal bore | Metre | 138 | 762.15 | 1,05,176.7 |
| 143 | 80 mm dia nominal bore | Metre | 155 | 1,041.7 | 1,61,463.5 |
| 144 | 15 mm nominal bore | Each | 8 | 353.25 | 2,826 |
| 145 | 25 mm nominal bore | Each | 6 | 464.05 | 2,784.3 |
| 146 | 15 mm nominal bore | Each | 8 | 97.75 | 782 |
| 147 | Up to 300 mm dia | Quintal | 6 | 6,352.4 | 38,114.4 |
| 148 | Class II | Each | 3 | 4,985.85 | 14,957.55 |
| 149 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 3 | 10,862.4 | 32,587.2 |
| 150 | 25 mm nominal bore | Each | 22 | 439.25 | 9,663.5 |
| 151 | 50 mm nominal bore | Each | 22 | 823.8 | 18,123.6 |
| 152 | 80 mm nominal bore | Each | 25 | 1,207.95 | 30,198.75 |
| 153 | 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 | 15000 | 11 | 1,65,000 |
| 154 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 63 | 196.75 | 12,395.25 |
| 155 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 63 | 112.8 | 7,106.4 |
| 156 | 100 mm nominal dia | Each | 63 | 37.6 | 2,368.8 |
| 157 | 100 mm dia | Each | 3 | 8,893 | 26,679 |
| 158 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 23 | 111.45 | 2,563.35 |
| 159 | 250 mm dia pipes | Joint | 32 | 340.35 | 10,891.2 |
| 160 | 250 mm dia Ductile Iron Class K-9 pipes | Metre | 175 | 3,516.8 | 6,15,440 |
| 161 | 15 mm nominal bore, weighing not less than 32 gms | Each | 55 | 53.6 | 2,948 |
| 162 | 25mm nominal bore, weighing not less than 62 gms | Each | 55 | 113.35 | 6,234.25 |
| 163 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | Each | 5 | 452 | 2,260 |
| 164 | 300 mm diameter C.I. pipe | Metre | 125 | 497.8 | 62,225 |
| 165 | 150 mm diameter | Metre | 525 | 695.8 | 3,65,295 |
| 166 | 250 mm diameter | Metre | 700 | 1,505.6 | 10,53,920 |
| 167 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 2,734.2 | 27,342 |
| 168 | 300 mm dia. R.C.C. pipe | Metre | 38 | 994.3 | 37,783.4 |
| 169 | 450 mm dia RCC pipes. | Metre | 30 | 2,676.55 | 80,296.5 |
| 170 | 900 mm dia RCC pipes. | Metre | 23 | 5,377.25 | 1,23,676.75 |
| 171 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 668 | 495.05 | 3,30,693.4 |
| 172 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 33 | 1,176.8 | 38,834.4 |
| 173 | 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 | 18 | 617.05 | 11,106.9 |
| 174 | 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 | 535 | 688.9 | 3,68,561.5 |
| 175 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 54 | 8,042.3 | 4,34,284.2 |
| 176 | 300 mm dia | Metre | 230 | 825.7 | 1,89,911 |
| 177 | 200 mm nominal size dia | Metre | 188 | 1,255.7 | 2,36,071.6 |
| Schedule total | ₹6,41,59,368.7 | ||||
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