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Tender Value
₹2.7 Cr
EMD Value
₹2.9 L
Closing Date
27 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
BUILDING
14 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. Non submission of the documents shall lead to summarily rejection of the offer.
(a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract.
Defination of Similar Work :- Any Civil Construction or repair work.
15 conditions · 2 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Indian Railways Standard General Conditions of Contract, April 2022 (IRGCC, April 2022) with correction slips issued up to date of inviting tender will be applicable for this tender.
As per Advance Correction Slip No. 5 dated 20.10.2023 "The Original Bank Guarantee should be delivered in person in this office (i.e in Receive and Dispatch Section of DRM office, Engineering Branch, West Central Railway, Jabalpur) before closing date for submission of bids (i.e. excluding the last date of submission of bids).
Extension of existing running room at Satna by 40 beds, new kitchen room, dining room and store room under Assistant Divisional Engineer (North) Satna.
DRMW-JBP-19-2026
DRMW-JBP-19-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹2.9 L
27 Feb 2026
3 Feb 2026
171 items across 4 schedules · ₹14,79,502.33 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 750 | 205.45 | 1,54,087.5 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 500 | 253.95 | 1,26,975 |
| 3 | 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 | 200 | 368.65 | 73,730 |
| 4 | All kinds of soil | cum | 172 | 104.5 | 17,974 |
| 5 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 900 | 7.4 | 6,660 |
| 6 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 40 | 7,226.95 | 2,89,078 |
| 7 | 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 | 36 | 6,833.4 | 2,46,002.4 |
| 8 | Foundations, footings, bases for columns | Sqm | 270 | 307.95 | 83,146.5 |
| 9 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 75 | 452.25 | 33,918.75 |
| 10 | Making plinth protection 50mm 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 75mm 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 | 104 | 681.65 | 70,891.6 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 300 | 307.95 | 92,385 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 850 | 766.55 | 6,51,567.5 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 746 | 608.35 | 4,53,829.1 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 597 | 804.25 | 4,80,137.25 |
| 15 | Stairs, (excluding landings) except spiral- staircases | Sqm | 72 | 657.75 | 47,358 |
| 16 | Under 20 cm wide | Metre | 200 | 181.9 | 36,380 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 45 | 814.95 | 36,672.75 |
| 18 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 400 | 319.25 | 1,27,700 |
| 19 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 5 | 18,644.6 | 93,223 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 9700 | 89.65 | 8,69,605 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 24500 | 89.65 | 21,96,425 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 130 | 8,683.8 | 11,28,894 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 360 | 10,306.2 | 37,10,232 |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 80 | 6,882 | 5,50,560 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 300 | 8,288.35 | 24,86,505 |
| 26 | Area of slab over 0.50 sqm | Sqm | 142 | 4,425.35 | 6,28,399.7 |
| 27 | Granite work | Metre | 500 | 418.85 | 2,09,425 |
| 28 | 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 | 600 | 1,063.45 | 6,38,070 |
| 29 | 12 mm thick | Sqm | 60 | 667.1 | 40,026 |
| 30 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 75 | 2,818.5 | 2,11,387.5 |
| 31 | Second class teak wood | Sqm | 75 | 4,342.3 | 3,25,672.5 |
| 32 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | Metre | 140 | 511.55 | 71,617 |
| 33 | 20 mm dia | Metre | 20 | 375.25 | 7,505 |
| 34 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1500 | 197.7 | 2,96,550 |
| 35 | 125x64x1.90 mm | Each | 60 | 95.5 | 5,730 |
| 36 | 75x47x1.80 mm | Each | 120 | 64.2 | 7,704 |
| 37 | Providing and fixing bright finished 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 | 30 | 723.8 | 21,714 |
| 38 | 300x16 mm | Each | 40 | 260.3 | 10,412 |
| 39 | 250x16 mm | Each | 40 | 234.9 | 9,396 |
| 40 | 150x10 mm | Each | 150 | 75.55 | 11,332.5 |
| 41 | 125 mm | Each | 40 | 60.05 | 2,402 |
| 42 | 100 mm | Each | 80 | 53.25 | 4,260 |
| 43 | Twin rubber stopper | Each | 25 | 62.25 | 1,556.25 |
| 44 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 130 | 10,030.3 | 13,03,939 |
| 45 | Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 600 mm centre to centre both ways (vertically & horizontally) or at required spacing near opening, with necessary welding at junctions and fixing the frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long bolt, including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer-in-charge. | Kg | 150 | 133.35 | 20,002.5 |
| 46 | 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 | 1200 | 111.95 | 1,34,340 |
| 47 | Using flats 30x6mm for diagonal braces and central cross piece | Sqm | 5 | 4,615.15 | 23,075.75 |
| 48 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 500 | 146.55 | 73,275 |
| 49 | Hot finished welded type tubes | Kg | 3600 | 154.9 | 5,57,640 |
| 50 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 40 | 185.95 | 7,438 |
| 51 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 150 | 88.5 | 13,275 |
| 52 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3000 | 142.3 | 4,26,900 |
| 53 | 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, i/c 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 | 550 | 612.25 | 3,36,737.5 |
| 54 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 25 | 7,958.65 | 1,98,966.25 |
| 55 | Light shade pigment using white cement | Sqm | 320 | 1,233.05 | 3,94,576 |
| 56 | 25 mm thick | Sqm | 200 | 1,706.6 | 3,41,320 |
| 57 | 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 | 75 | 935.6 | 70,170 |
| 58 | Size of Tile 600 x 600 mm | Sqm | 600 | 1,286.6 | 7,71,960 |
| 59 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 180 | 3,908.8 | 7,03,584 |
| 60 | 110 mm diameter | Metre | 300 | 319.75 | 95,925 |
| 61 | 110 mm | Each | 30 | 119.95 | 3,598.5 |
| 62 | 110x110x110 mm | Each | 20 | 190.75 | 3,815 |
| 63 | 110 mm bend | Each | 50 | 132 | 6,600 |
| 64 | 110 mm | Each | 70 | 309.5 | 21,665 |
| 65 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 300 | 1,300.5 | 3,90,150 |
| 66 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 250 | 671.55 | 1,67,887.5 |
| 67 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. | Sqm | 50 | 1,444.9 | 72,245 |
| 68 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1175 | 294.35 | 3,45,861.25 |
| 69 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1921 | 354.5 | 6,80,994.5 |
| 70 | 1:4 (1 cement: 4 fine sand) | Sqm | 150 | 361.3 | 54,195 |
| 71 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3844.2 | 214.3 | 8,23,812.06 |
| 72 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 500 | 162.55 | 81,275 |
| 73 | Water thinnable cement primer | Sqm | 3844.2 | 64.45 | 2,47,758.69 |
| 74 | New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution | Sqm | 500 | 150.2 | 75,100 |
| 75 | Two or more coats on new work | Sqm | 3957 | 137.85 | 5,45,472.45 |
| 76 | Two or more coats on new work | Sqm | 1000 | 131.45 | 1,31,450 |
| 77 | Two or more coats on new work | Sqm | 300 | 121.45 | 36,435 |
| 78 | One or more coats on old work | Sqm | 200 | 86.55 | 17,310 |
| 79 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 25 | 941.95 | 23,548.75 |
| 80 | Orissa pattern W.C Pan of size 580x440 mm | Each | 5 | 3,850.65 | 19,253.25 |
| 81 | 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 | 300 | 219.35 | 65,805 |
| 82 | 63 mm to 45 mm size stone aggregate | cum | 27 | 1,624.5 | 43,861.5 |
| 83 | Moorum | cum | 50 | 888.3 | 44,415 |
| 84 | Overhead informatory road signage | Sqm | 9 | 5,609.55 | 50,485.95 |
| 85 | 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 | 490 | 951 | 4,65,990 |
| 86 | 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 for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 10 | 8,613.55 | 86,135.5 |
| 87 | Made of G.I. wire of dia 4 mm | Sqm | 120 | 859.5 | 1,03,140 |
| 88 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 5,781.35 | 28,906.75 |
| 89 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 5 | 10,128.3 | 50,641.5 |
| 90 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 7,752.6 | 15,505.2 |
| 91 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 21 | 2,275 | 47,775 |
| 92 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,008.45 | 12,016.9 |
| 93 | Orissa pattern W.C. pan of size 580x440 mm | Each | 4 | 2,758.2 | 11,032.8 |
| 94 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 20 | 299.35 | 5,987 |
| 95 | 10 litre capacity - White | Each | 10 | 1,023.05 | 10,230.5 |
| 96 | 32 mm dia | Each | 68 | 104.35 | 7,095.8 |
| 97 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 30 | 45.25 | 1,357.5 |
| 98 | Rectangular shape 453x357 mm | Each | 20 | 1,158.95 | 23,179 |
| 99 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 20 | 942.15 | 18,843 |
| 100 | C.P. brass | Each | 30 | 680.8 | 20,424 |
| 101 | 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 | 40 | 325.1 | 13,004 |
| 102 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 25 | 146.3 | 3,657.5 |
| 103 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 20 | 204.7 | 4,094 |
| 104 | 20 mm nominal dia Pipes | Metre | 175 | 513.75 | 89,906.25 |
| 105 | 25 mm nominal dia Pipes | Metre | 175 | 626.05 | 1,09,558.75 |
| 106 | 32 mm nominal dia Pipes | Metre | 90 | 712.75 | 64,147.5 |
| 107 | 50 mm dia nominal bore | Metre | 140 | 654.2 | 91,588 |
| 108 | 80 mm dia nominal bore | Metre | 75 | 919.1 | 68,932.5 |
| 109 | 50 mm nominal bore | Each | 5 | 878.25 | 4,391.25 |
| 110 | 25 mm nominal bore | Each | 5 | 399.15 | 1,995.75 |
| 111 | 150 mm diameter | Each | 20 | 190.1 | 3,802 |
| 112 | 15 mm nominal bore | Each | 10 | 682.9 | 6,829 |
| 113 | 20 mm nominal bore | Each | 10 | 709.7 | 7,097 |
| 114 | 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. | Litre | 6000 | 9.7 | 58,200 |
| 115 | 15 mm nominal bore | Each | 40 | 434.2 | 17,368 |
| 116 | 15 mm nominal bore | Each | 60 | 594.75 | 35,685 |
| 117 | 250 mm diameter S.W. pipe | Metre | 110 | 1,476.35 | 1,62,398.5 |
| 118 | 450 mm dia RCC pipes. | Metre | 90 | 2,720 | 2,44,800 |
| 119 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 450 | 433.95 | 1,95,277.5 |
| 120 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 500 | 531.8 | 2,65,900 |
| 121 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 30 | 1,019.8 | 30,594 |
| 122 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 27 | 4,540.7 | 1,22,598.9 |
| 123 | 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 50x25x2mm 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 | 45 | 8,230.05 | 3,70,352.25 |
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