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Tender Value
₹72.0 Cr
EMD Value
₹1.4 Cr
Closing Date
28 May 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
Yes
11/05/2026 12:00
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER
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 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.
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. (Please refer Tender booklet for further clarification) Similar Nature of work- Any Civil engineering work involving fabrication and erection of steel structures for quantity more than 35% of proposed steel work.
4 conditions · 1 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.
As per tender document attached.
Tenderers may please note - During lockdown period (declared due to COVID - 2019 pandemic) - A) Necessary authority to travel to site of work on a specific request indicating date shall be issued by Railway Administration to facilitate site visit. B) TC meetings and Negotiation can be conducted through online Video/Audio chat on conference call. Record of same should be kept.
Khandwa:Redevelopment of khandwa railway station (Phase-I) Work. PID:01.01.53.24.1.56.001
DRMWBSL122026t3
DRMWBSL122026t3
Open
Works - General
24 Months
Jalgaon, Maharashtra
₹0
₹1.4 Cr
28 May 2026
25 Apr 2026
14 May 2026
11 May 2026
814 items across 250 schedules · ₹90,63,51,491.61 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 20146.86 | — | 177.5 | 35,76,067.65 |
| 2 | Ordinary rock | cum 3368.82 | — | 498.9 | 16,80,704.3 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 370 | 352.15 | 1,30,295.5 |
| 4 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 350 | 549.75 | 1,92,412.5 |
| 5 | Depth not exceeding 1.5 m | Sqm | 756.24 | 125.8 | 95,134.99 |
| 6 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 756.27 | 144.1 | 1,08,978.51 |
| 7 | Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 756.24 | 163.15 | 1,23,380.56 |
| 8 | 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 6166.43 | — | 196 | 12,08,620.28 |
| 9 | All kinds of soil | cum 3882.21 | — | 126.8 | 4,92,264.23 |
| 10 | All kinds of soil | Sqm | 7560 | 34.15 | 2,58,174 |
| 11 | 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 | 3609 | 17.6 | 63,518.4 |
| 12 | 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 | 844 | 8,340.85 | 70,39,677.4 |
| 13 | 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 | 1545 | 7,878.5 | 1,21,72,282.5 |
| 14 | 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 | 11 | 8,726.85 | 95,995.35 |
| 15 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 315 | 749.3 | 2,36,029.5 |
| 16 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 90 | 8,986.15 | 8,08,753.5 |
| 17 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 747.86 | 9,212.6 | 68,89,735.04 |
| 18 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 3 | 9,568.25 | 28,704.75 |
| 19 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 3943.78 | — | 392.15 | 15,46,553.33 |
| 20 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 3047 | 842.5 | 25,67,097.5 |
| 21 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 7984 | 927.25 | 74,03,164 |
| 22 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2238.8 | 736.4 | 16,48,652.32 |
| 23 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 2794.44 | — | 961.3 | 26,86,295.17 |
| 24 | Stairs, (excluding landings) except spiral-staircases | Sqm | 656 | 764.95 | 5,01,807.2 |
| 25 | Under 20 cm wide | Metre | 380 | 208.55 | 79,249 |
| 26 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 951.1 | 9,511 |
| 27 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 4698 | 384.3 | 18,05,441.4 |
| 28 | 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 | 32 | 10,585.9 | 3,38,748.8 |
| 29 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 304741.03 | — | 107.85 | 3,28,66,320.09 |
| 30 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 1044651.44 | — | 107.85 | 11,26,65,657.8 |
| 31 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 5448.1 | 9,504.75 | 5,17,82,828.48 |
| 32 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 315 | 9,655.7 | 30,41,545.5 |
| 33 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum 1432.24 | — | 9,806.7 | 1,40,45,548.01 |
| 34 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 2821.67 | — | 9,860.4 | 2,78,22,794.87 |
| 35 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 53 | 10,011.35 | 5,30,601.55 |
| 36 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 406.26 | 10,162.35 | 41,28,556.31 |
| 37 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 3514 | 733.5 | 25,77,519 |
| 38 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 4 | 7,370.65 | 29,482.6 |
| 39 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 389 | 6,504.9 | 25,30,406.1 |
| 40 | With Modular bricks | cum | 250 | 8,942.35 | 22,35,587.5 |
| 41 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 44 | 9,344.35 | 4,11,151.4 |
| 42 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 9,105.95 | 1,82,119 |
| 43 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 353.8 | 9,095.05 | 32,17,828.69 |
| 44 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 2985 | 8,962.35 | 2,67,52,614.75 |
| 45 | Area of slab upto 0.50 sqm | Sqm 3214.75 | — | 5,413.5 | 1,74,03,049.13 |
| 46 | Area of slab over 0.50 sqm | Sqm | 1158 | 5,136.3 | 59,47,835.4 |
| 47 | Metre | 473 | 568.55 | 2,68,924.15 | |
| 48 | 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 | 8060 | 1,267.95 | 1,02,19,677 |
| 49 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi- metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel | Sqm | 2567 | 5,015.05 | 1,28,73,633.35 |
| 50 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 32 | 3,473.85 | 1,11,163.2 |
| 51 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 74 | 3,167.95 | 2,34,428.3 |
| 52 | On one side only | Sqm | 420 | 478 | 2,00,760 |
| 53 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 210 | 462.35 | 97,093.5 |
| 54 | 20 mm dia | Metre | 220 | 393.25 | 86,515 |
| 55 | Fixed to steel windows by welding | Kg | 7450 | 219.1 | 16,32,295 |
| 56 | With 12 mm mild steel U beading | Sqm | 474 | 939.2 | 4,45,180.8 |
| 57 | 300x16 mm | Each | 4 | 216.55 | 866.2 |
| 58 | 100x10 mm | Each | 4 | 44.3 | 177.2 |
| 59 | 100 mm | Each | 4 | 32.55 | 130.2 |
| 60 | 150x10 mm | Each | 218 | 287.25 | 62,620.5 |
| 61 | 300x16x5 mm | Each | 458 | 322.2 | 1,47,567.6 |
| 62 | 50 mm | Each | 12 | 356.75 | 4,281 |
| 63 | 125 mm | Each | 432 | 256.65 | 1,10,872.8 |
| 64 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 243 | 121.65 | 29,560.95 |
| 65 | 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 | 35 | 1,124.85 | 39,369.75 |
| 66 | Triple strip vertical type | Each | 230 | 52.5 | 12,075 |
| 67 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) | Sqm | 142 | 12,372.25 | 17,56,859.5 |
| 68 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 11 | 8,247.25 | 90,719.75 |
| 69 | Using R3 series with frame (55mm & above ) x (45mm & above) & mullion (55mm & above) x (65mm & above). (Height upto 2.5 meter) | Sqm | 21 | 7,827.75 | 1,64,382.75 |
| 70 | 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 80561.8 | — | 117.35 | 94,53,927.23 |
| 71 | 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 336365.8 | — | 133.7 | 4,49,72,107.46 |
| 72 | Hot finished welded type tubes | Kg | 3500 | 194.4 | 6,80,400 |
| 73 | Electric resistance or induction butt welded tubes | Kg 340049.7 | — | 194.4 | 6,61,05,661.68 |
| 74 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 16142.72 | — | 97.2 | 15,69,072.38 |
| 75 | Providing and fixing bolts including nuts and washers complete. | Kg | 1190 | 159.35 | 1,89,626.5 |
| 76 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 450 | 172.6 | 77,670 |
| 77 | 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 | 6071.8 | 772.4 | 46,89,858.32 |
| 78 | Ordinary cement without any pigment | Sqm | 5683.4 | 1,056.35 | 60,03,659.59 |
| 79 | 25 mm thick | Sqm | 15800 | 1,948.25 | 3,07,82,350 |
| 80 | Red sand stone | Sqm | 1575 | 1,280.1 | 20,16,157.5 |
| 81 | White sand stone | Sqm | 1575 | 1,342.65 | 21,14,673.75 |
| 82 | Size of Tile 600 x 1200 mm | Sqm | 5004 | 1,798.8 | 90,01,195.2 |
| 83 | Size of Tile 800 x 800 mm | Sqm | 3675 | 1,728.8 | 63,53,340 |
| 84 | Size of Tile 1200 x 1200 mm | Sqm | 3990 | 2,541 | 1,01,38,590 |
| 85 | Size of Tile 600 x 1200 mm | Sqm | 1386 | 1,797.3 | 24,91,057.8 |
| 86 | Size of Tile 800 x 800 mm | Sqm | 893 | 1,724.4 | 15,39,889.2 |
| 87 | Size of Tile 1200 x 1200 mm | Sqm | 788 | 2,838.5 | 22,36,738 |
| 88 | Size of Tile 600x600 mm | Sqm | 315 | 1,623.05 | 5,11,260.75 |
| 89 | Size of Tile 800x800 mm | Sqm | 315 | 1,958.45 | 6,16,911.75 |
| 90 | Size of Tile 600x600 mm | Sqm | 2100 | 309.05 | 6,49,005 |
| 91 | Size of Tile 800x800 mm | Sqm | 900 | 244.75 | 2,20,275 |
| 92 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 3425 | 3,186.7 | 1,09,14,447.5 |
| 93 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 765 | 4,481.3 | 34,28,194.5 |
| 94 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 3780 | 3,071.05 | 1,16,08,569 |
| 95 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 20 | 1,863.9 | 37,278 |
| 96 | 75 mm diameter | Metre | 100 | 248.8 | 24,880 |
| 97 | 110 mm diameter | Metre | 250 | 377.4 | 94,350 |
| 98 | 75 mm | Each | 42 | 91.7 | 3,851.4 |
| 99 | 110 mm | Each | 50 | 136.15 | 6,807.5 |
| 100 | 75x75x75 mm | Each | 18 | 164.2 | 2,955.6 |
| 101 | 110x110x110 mm | Each | 34 | 234.15 | 7,961.1 |
| 102 | 75x75x75 mm | Each | 16 | 144.3 | 2,308.8 |
| 103 | 110x110x110 mm | Each | 26 | 221.35 | 5,755.1 |
| 104 | 75 mm bend | Each | 42 | 105.9 | 4,447.8 |
| 105 | 110 mm bend | Each | 57 | 150.35 | 8,569.95 |
| 106 | 75 mm Shoe | Each | 11 | 93.1 | 1,024.1 |
| 107 | 110 mm Shoe | Each | 14 | 131.85 | 1,845.9 |
| 108 | 75 mm | Each | 11 | 369.85 | 4,068.35 |
| 109 | 110 mm | Each | 42 | 371.3 | 15,594.6 |
| 110 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 5320 | 1,529.1 | 81,34,812 |
| 111 | 2 mm thick flat | Sqm | 138 | 1,245.65 | 1,71,899.7 |
| 112 | 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 | 9168 | 738.65 | 67,71,943.2 |
| 113 | Ridges plain (500 - 600mm) | Metre | 1219 | 532.35 | 6,48,934.65 |
| 114 | Crimp curve | Sqm | 210 | 496.75 | 1,04,317.5 |
| 115 | Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main 'T' at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross 'T' of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size 24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calcium silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main 'T' runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main 'T', bottom exposed with 24 mm of all T- sections shall be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge. | Sqm | 3830 | 2,158.15 | 82,65,714.5 |
| 116 | 1:4 (1 cement: 4 fine sand) | Sqm | 13936 | 347.05 | 48,36,488.8 |
| 117 | 1:6 (1 cement: 6 fine sand) | Sqm | 295.6 | 333.35 | 98,538.26 |
| 118 | 1:4 (1 cement: 4 fine sand) | Sqm | 7332 | 399.45 | 29,28,767.4 |
| 119 | 1:4 (1 cement: 4 fine sand) | Sqm | 5040 | 471.35 | 23,75,604 |
| 120 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. | Sqm | 575 | 506.6 | 2,91,295 |
| 121 | Neat cement punning. | Sqm | 158 | 79.95 | 12,632.1 |
| 122 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 22650 | 262.7 | 59,50,155 |
| 123 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 2394 | 223.6 | 5,35,298.4 |
| 124 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 6266 | 160.6 | 10,06,319.6 |
| 125 | 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 | 25716 | 193.7 | 49,81,189.2 |
| 126 | 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 | 4030 | 170.7 | 6,87,921 |
| 127 | Two or more coats on new work | Sqm | 33.6 | 155.9 | 5,238.24 |
| 128 | Two or more coats on new work | Sqm | 13162 | 146.8 | 19,32,181.6 |
| 129 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 5 | 851.5 | 4,257.5 |
| 130 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 2052 | 2,434.25 | 49,95,081 |
| 131 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 30 | 1,503.6 | 45,108 |
| 132 | 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 | 725 | 3,551.25 | 25,74,656.25 |
| 133 | In cement mortar | cum | 787 | 2,060.2 | 16,21,377.4 |
| 134 | In cement mortar | cum | 274 | 2,458.95 | 6,73,752.3 |
| 135 | In cement mortar | cum | 200 | 2,877.75 | 5,75,550 |
| 136 | Of area 3 sq. metres and below | Each | 315 | 367.2 | 1,15,668 |
| 137 | Of area beyond 3 sq. metres | Each | 100 | 502.75 | 50,275 |
| 138 | Of area 3 sq. metres and below | Each | 100 | 143.5 | 14,350 |
| 139 | Of area beyond 3 sq. metres | Each | 100 | 188.9 | 18,890 |
| 140 | Of sectional area 40 square centimetres and above | cum | 29 | 4,459.1 | 1,29,313.9 |
| 141 | Of sectional area below 40 square centimetres | Metre | 50 | 17.85 | 892.5 |
| 142 | Of sectional area 40 square centimetres and above | cum per metre span | 20 | 589.55 | 11,791 |
| 143 | Of sectional area below 40 square centimetres | metre per metre span | 12 | 1.65 | 19.8 |
| 144 | Of sectional area 40 square centimetres and above | cum/m height | 20 | 857 | 17,140 |
| 145 | Of sectional area below 40 square centimetres | Metre per metre height | 20 | 3.4 | 68 |
| 146 | R.S. Joists | Kg | 2000 | 3.4 | 6,800 |
| 147 | Channels, angles, tees and flats | Kg | 2000 | 2.3 | 4,600 |
| 148 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg 219606.25 | — | 5.65 | 12,40,775.31 |
| 149 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 20000 | 3.85 | 77,000 |
| 150 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres | kg per metre span | 6000 | 0.85 | 5,100 |
| 151 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. | kg per metre height | 6000 | 0.85 | 5,100 |
| 152 | Extra for marking of structural steel work required to be re-erected. | Kg | 6000 | 4.65 | 27,900 |
| 153 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 1150 | 113.35 | 1,30,352.5 |
| 154 | G.S. Sheet | Sqm | 6770 | 164.95 | 11,16,711.5 |
| 155 | Asbestos Cement sheet | Sqm | 3097 | 77.3 | 2,39,398.1 |
| 156 | Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. | Sqm | 400 | 75.8 | 30,320 |
| 157 | Thickness above 40 mm up to 75 mm | Sqm | 500 | 433.55 | 2,16,775 |
| 158 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. | Sqm | 300 | 56.35 | 16,905 |
| 159 | 100 mm dia pipe | Metre | 200 | 78 | 15,600 |
| 160 | 150 mm dia pipe | Metre | 200 | 80.25 | 16,050 |
| 161 | bituminous road | Sqm | 200 | 428.5 | 85,700 |
| 162 | 15 mm to 40 mm nominal bore | Metre | 308 | 149.8 | 46,138.4 |
| 163 | Above 40 mm nominal bore | Metre | 221 | 161.4 | 35,669.4 |
| 164 | Up to 150 mm diameter | Metre | 100 | 332.4 | 33,240 |
| 165 | Above 150 mm dia up to 300 mm dia | Metre | 150 | 456.65 | 68,497.5 |
| 166 | Above 300 mm diameter | Metre | 100 | 614.3 | 61,430 |
| 167 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 392 | 54.65 | 21,422.8 |
| 168 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 387 | 2,818.9 | 10,90,914.3 |
| 169 | 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 | 5091 | 263.95 | 13,43,769.45 |
| 170 | 90 mm to 45 mm size stone aggregate | cum 1264.68 | — | 2,098.4 | 26,53,804.51 |
| 171 | 63 mm to 45 mm size stone aggregate | cum | 25 | 1,636.05 | 40,901.25 |
| 172 | 53 mm to 22.4 mm size stone aggregate | cum | 785 | 1,842.3 | 14,46,205.5 |
| 173 | Moorum | cum 9270.31 | — | 768.25 | 71,21,915.66 |
| 174 | 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 | 1567 | 1,046.95 | 16,40,570.65 |
| 175 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 10 | 88.55 | 885.5 |
| 176 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 22875 | 55.5 | 12,69,562.5 |
| 177 | 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 | 4040 | 8.65 | 34,946 |
| 178 | New work (Two or more coats) | Sqm | 266 | 188.2 | 50,061.2 |
| 179 | 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 | 48 | 10,117.6 | 4,85,644.8 |
| 180 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). | cum | 1465 | 9,823.8 | 1,43,91,867 |
| 181 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer- in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer- in-Charge.. | Metre | 1201 | 3,439.5 | 41,30,839.5 |
| 182 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 1680 | 131.75 | 2,21,340 |
| 183 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 840 | 402.95 | 3,38,478 |
| 184 | Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. | Sqm | 1260 | 2,159.85 | 27,21,411 |
| 185 | Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 1701 | 1,455.65 | 24,76,060.65 |
| 186 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm 1711.18 | — | 2,017.6 | 34,52,476.77 |
| 187 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 508 | 1,045.65 | 5,31,190.2 |
| 188 | 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 | 6 | 3,081.95 | 18,491.7 |
| 189 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 38 | 6,767.4 | 2,57,161.2 |
| 190 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 191 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 14 | 9,256.45 | 1,29,590.3 |
| 192 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 20 | 2,226.35 | 44,527 |
| 193 | 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 | 126 | 349.15 | 43,992.9 |
| 194 | 10 litre capacity - White | Each | 38 | 1,190.65 | 45,244.7 |
| 195 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 101 | 1,034.8 | 1,04,514.8 |
| 196 | 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 | 76 | 6,940.75 | 5,27,497 |
| 197 | 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 | 80 | 1,648.95 | 1,31,916 |
| 198 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 215 | 53.25 | 11,448.75 |
| 199 | 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 | 89 | 1,607.95 | 1,43,107.55 |
| 200 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 21 | 7,979.2 | 1,67,563.2 |
| 201 | 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 | 7 | 18,212.9 | 1,27,490.3 |
| 202 | 20 mm nominal dia Pipes | Metre | 2016 | 537.6 | 10,83,801.6 |
| 203 | 25 mm nominal dia Pipes | Metre | 777 | 627.25 | 4,87,373.25 |
| 204 | 32 mm nominal dia Pipes | Metre | 158 | 739.3 | 1,16,809.4 |
| 205 | 50 mm nominal dia Pipes | Metre | 2016 | 794.25 | 16,01,208 |
| 206 | 65 mm nominal dia Pipes | Metre | 605 | 1,674.4 | 10,13,012 |
| 207 | 100 mm nominal dia Pipes | Metre | 315 | 3,271.7 | 10,30,585.5 |
| 208 | 150 mm nominal dia Pipes | Metre | 315 | 6,822.7 | 21,49,150.5 |
| 209 | 20 mm dia nominal bore | Metre | 150 | 368.6 | 55,290 |
| 210 | 25 mm dia nominal bore | Metre | 200 | 467.75 | 93,550 |
| 211 | 50 mm dia nominal bore | Metre | 220 | 762.15 | 1,67,673 |
| 212 | 80 mm dia nominal bore | Metre | 710 | 1,041.7 | 7,39,607 |
| 213 | 25 mm nominal bore | Each | 42 | 622.4 | 26,140.8 |
| 214 | 50 mm nominal bore | Each | 40 | 1,026.65 | 41,066 |
| 215 | 80 mm nominal bore | Each | 4 | 2,604.55 | 10,418.2 |
| 216 | 25 mm nominal bore | Each | 6 | 464.05 | 2,784.3 |
| 217 | 100 mm diameter | Each | 76 | 193.95 | 14,740.2 |
| 218 | Class I | Each | 6 | 4,791.2 | 28,747.2 |
| 219 | 80 mm nominal bore | Each | 5 | 1,207.95 | 6,039.75 |
| 220 | 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 | 66000 | 11 | 7,26,000 |
| 221 | 15 mm nominal bore | Each | 189 | 820.7 | 1,55,112.3 |
| 222 | 15 mm nominal bore | Each | 168 | 798.95 | 1,34,223.6 |
| 223 | 15 mm nominal bore | Each | 177 | 670.45 | 1,18,669.65 |
| 224 | 15mm nominal bore | Each | 126 | 574.3 | 72,361.8 |
| 225 | Up to 600 mm dia | Quintal | 3 | 20,009.7 | 60,029.1 |
| 226 | 600 mm dia Ductile Iron Class K-7 pipes | Metre | 232.5 | 8,965.95 | 20,84,583.38 |
| 227 | 150 mm dia. R.C.C. pipe | Metre | 213 | 556.45 | 1,18,523.85 |
| 228 | 300 mm dia. R.C.C. pipe | Metre | 346 | 994.3 | 3,44,027.8 |
| 229 | 450 mm dia. R.C.C. pipe | Metre | 350 | 1,620.95 | 5,67,332.5 |
| 230 | Rectangular shape 600x450 mm internal dimensions | Each | 13 | 1,437.65 | 18,689.45 |
| 231 | 600 mm dia RCC pipes. | Metre | 320 | 3,401.25 | 10,88,400 |
| 232 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 777 | 495.05 | 3,84,653.85 |
| 233 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 15 | 530.9 | 7,963.5 |
| 234 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 841 | 598.6 | 5,03,422.6 |
| 235 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 15 | 634.45 | 9,516.75 |
| 236 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 5 | 1,176.8 | 5,884 |
| 237 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 1071 | 1,505.25 | 16,12,122.75 |
| 238 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 53 | 2,823.85 | 1,49,664.05 |
| 239 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 190 | 15,155.6 | 28,79,564 |
| 240 | P r o v i d i n g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 1565 | 563.1 | 8,81,251.5 |
| 241 | For vertical surface two coats @ 0.70 kg per sqm per coat | Sqm | 250 | 472.9 | 1,18,225 |
| 242 | For horizontal surface one coat @1.10 kg per sqm. | Sqm | 150 | 362.8 | 54,420 |
| 243 | 300 mm dia | Metre | 450 | 707.75 | 3,18,487.5 |
| 244 | 300 mm dia | Metre | 150 | 1,695.1 | 2,54,265 |
| 245 | 200 mm nominal size dia | Metre | 450 | 1,255.7 | 5,65,065 |
| 246 | 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 | 150 | 1,509.8 | 2,26,470 |
| 247 | 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 | 150 | 1,538.25 | 2,30,737.5 |
| 248 | 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 | 150 | 1,538.25 | 2,30,737.5 |
| 249 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 200 | 1,399.95 | 2,79,990 |
| 250 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2 mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T& P,scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors,SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 414 | 9,502.35 | 39,33,972.9 |
| 251 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 1716 | 1,525.6 | 26,17,929.6 |
| 252 | 35 mm thick | Sqm | 285 | 5,432.85 | 15,48,362.25 |
| 253 | 18 mm thick | Sqm | 1534 | 2,992.9 | 45,91,108.6 |
| Schedule total | ₹76,60,17,358.1 | ||||
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