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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
Refer Docs
EMD Value
₹16.5 L
Closing Date
26 Oct 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
18 conditions · 6 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tender value is including escalation of (-) 15% (minus fifteen percent) on CPWD DSR 2023 rates Tenderer should note this before quoting the rates.
All the instructions furnished in the Technical Compliance/ Commercial Compliance/ Custom/ Undertakings/General Instructions/Undertakings are only indicative and not exhaustive. The tenderer shall read the GCC/Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/NED Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
Provision of High Level PF No.2 of 550 m length and extension of PF No.1 upto 550 m at Pathrad Halt(PARD)- Except COP work.
T-202627-2-057~SCR
T-202627-2-057
Open
Works - General
18 Months
Nanded, Maharashtra
₹0
₹16.5 L
28 Sept 2026
28 Sept 2026
12 Oct 2026
178 items across 2 schedules · ₹9,67,03,101.14 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 3998.32 | 177.5 | 7,09,701.8 |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | — | — | — | — | |
| 2 | Ordinary rock | cum | 504 | 498.9 | 2,51,445.6 |
| 3 | Hard rock (blasting prohibited) | cum | 40 | 1,432.95 | 57,318 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 120 | 196 | 23,520 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 24815.47 | 700.5 | 1,73,83,236.74 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 6 | All kinds of soil | cum | 120 | 126.8 | 15,216 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 207.9 | 2,123.75 | 4,41,527.63 |
| 8 | 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 | 2700 | 17.6 | 47,520 |
| 9 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 2160 | 8.95 | 19,332 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 10 | 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 | 38.64 | 7,878.5 | 3,04,425.24 |
| 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 | 1227 | 7,294.7 | 89,50,596.9 |
| 12 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 215.08 | 7,178.75 | 15,44,005.55 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 13 | Foundations, footings, bases for columns | Sqm | 54 | 392.15 | 21,176.1 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1512 | 392.15 | 5,92,930.8 |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 11760 | 842.5 | 99,07,800 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 28.42 | 927.25 | 26,352.45 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 91.8 | 736.4 | 67,601.52 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 80.64 | 961.3 | 77,519.23 |
| 19 | 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 | 9 | 392.15 | 3,529.35 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 20 | Under 20 cm wide | Metre | 9.35 | 208.55 | 1,949.94 |
| PRE-CAST RCC | — | — | — | — | |
| 21 | 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 | 94.47 | 10,585.9 | 10,00,049.97 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 119762.4 | 107.85 | 1,29,16,374.84 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2600 | 107.85 | 2,80,410 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 873.11 | 9,504.75 | 82,98,692.27 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1225.79 | 9,860.4 | 1,20,86,779.72 |
| Providing and fixing in position factory made precast RCC M-40 door and window frames fixing with hold fast embedded in 1:3:6 concrete block, having excellent smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied with 3 mm M.S stirrups placed @ 200 mm C/C and 6 numbers high strength polymer blocks of required size for fixing hinges including providing 6 nos specially designed M.S. galvanised sleeves for accommodating 6 mm dia fully threaded bolts for fixing hold fast on vertical members, providing suitable arrangement for receiving sliding door bolts and tower bolt etc. all complete, as per the direction of Engineer-in-charge. The frame shall be measured in running metre correct to two places of decimal. | — | — | — | — | |
| 26 | Door frame 125 mmx 60 mm | Metre | 25.5 | 814.85 | 20,778.68 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 18.42 | 7,132.25 | 1,31,376.05 |
| HALF BRICK MASONRY | — | — | — | — | |
| Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : | — | — | — | — | |
| 28 | Cement mortar 1:3 (1 cement : 3 coarse sand) | Sqm | 12.96 | 931.75 | 12,075.48 |
| EXPOSED BRICK WALL | — | — | — | — | |
| 29 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 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 with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 43.63 | 8,333.65 | 3,63,597.15 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. | — | — | — | — | |
| 30 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 5.04 | 3,473.85 | 17,508.2 |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | — | — | — | — | |
| 31 | Fixed to steel windows by welding | Kg | 200 | 219.1 | 43,820 |
| COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) | — | — | — | — | |
| Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 32 | 250x16 mm | Each | 4 | 193.7 | 774.8 |
| Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 33 | 150x10 mm | Each | 2 | 59.45 | 118.9 |
| Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 34 | 250x20x6 mm | Each | 4 | 79.85 | 319.4 |
| ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) | — | — | — | — | |
| Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : | — | — | — | — | |
| 35 | 250x16 mm | Each | 4 | 260.6 | 1,042.4 |
| Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : | — | — | — | — | |
| 36 | 100 mm | Each | 4 | 59.55 | 238.2 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing to existing door frames. | — | — | — | — | |
| 37 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. | Sqm | 3.78 | 4,488.95 | 16,968.23 |
| Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. | — | — | — | — | |
| 38 | With 2nd class teak wood beading 62X19 mm | Sqm | 2.88 | 1,597.15 | 4,599.79 |
| Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. | — | — | — | — | |
| 39 | 100mm | Each | 4 | 90.45 | 361.8 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 40 | 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 | 3120 | 133.7 | 4,17,144 |
| 41 | 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 | 45 | 772.4 | 34,758 |
| FLOORING | — | — | — | — | |
| TILE FLOORING | — | — | — | — | |
| Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | — | — | — | — | |
| 42 | Light shade pigment using white cement | Sqm | 2004 | 1,402 | 28,09,608 |
| SAND STONE FLOORING | — | — | — | — | |
| 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. | — | — | — | — | |
| 43 | White sand stone | Sqm | 6560 | 1,709.6 | 1,12,14,976 |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 44 | 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 | 11.25 | 1,096.55 | 12,336.19 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | — | — | — | — | |
| 45 | Size of Tile 600x600 mm | Sqm | 27.56 | 1,553.45 | 42,813.08 |
| ROOFING | — | — | — | — | |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 46 | 110 mm diameter | Metre | 144 | 377.4 | 54,345.6 |
| 47 | 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 | 180 | 738.65 | 1,32,957 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 48 | 1:6 (1 cement: 6 fine sand) | Sqm | 128.4 | 333.35 | 42,802.14 |
| 15 mm cement plaster on the rough side of single or half brick wall of mix : | — | — | — | — | |
| 49 | 1:4 (1 cement: 4 fine sand) | Sqm | 157.68 | 399.45 | 62,985.28 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with water proofing cement paint of required shade : | — | — | — | — | |
| 50 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1234 | 116.9 | 1,44,254.6 |
| Finishing walls with textured exterior paint of required shade : | — | — | — | — | |
| 51 | 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 | 1598 | 223.6 | 3,57,312.8 |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 52 | Two or more coats on new work | Sqm | 70 | 155.9 | 10,913 |
| Painting with aluminium paint of approved brand and manufacture to give an even shade . | — | — | — | — | |
| 53 | Two or more coats on new work | Sqm | 120 | 146.8 | 17,616 |
| 54 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 1440 | 6.15 | 8,856 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 55 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 9 | 2,434.25 | 21,908.25 |
| 56 | 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 | 35.1 | 3,551.25 | 1,24,648.88 |
| Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: | — | — | — | — | |
| 57 | Channels, angles, tees and flats | Kg | 1700 | 2.3 | 3,910 |
| Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | — | — | — | — | |
| 58 | For thickness of tiles 10 mm to 25 mm | Sqm | 192 | 73.4 | 14,092.8 |
| ROAD WORK | — | — | — | — | |
| FENCING | — | — | — | — | |
| Supplying at site : | — | — | — | — | |
| 59 | R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). | cum | 60.12 | 32,891.2 | 19,77,418.94 |
| MISCELLANEOUS | — | — | — | — | |
| 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : | — | — | — | — | |
| 60 | Stone aggregate 40 mm nominal size | Sqm | 924 | 172.35 | 1,59,251.4 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: | — | — | — | — | |
| 61 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 62 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 8,006.6 | 8,006.6 |
| Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 63 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 1 | 6,258.75 | 6,258.75 |
| Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: | — | — | — | — | |
| 64 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,648.85 | 5,297.7 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. ( Internal work - Exposed on wall ) | — | — | — | — | |
| 65 | 25 mm dia nominal bore | Metre | 100 | 551.7 | 55,170 |
| Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work | — | — | — | — | |
| 66 | 15 mm dia nominal bore | Metre | 140 | 322.15 | 45,101 |
| 67 | 50 mm dia nominal bore | Metre | 670 | 762.15 | 5,10,640.5 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 68 | 50 mm nominal bore | Each | 6 | 1,026.65 | 6,159.9 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| 69 | 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 | 2000 | 11 | 22,000 |
| PTMT FITTINGS | — | — | — | — | |
| Providing and fixing PTMT, push cock of approved quality and colour. | — | — | — | — | |
| 70 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 36 | 112.8 | 4,060.8 |
| RAIN WATER HARVESTING & TUBEWELLS | — | — | — | — | |
| General | — | — | — | — | |
| Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. | — | — | — | — | |
| All types of soil | — | — | — | — | |
| 71 | 300 mm dia | Metre | 60 | 707.75 | 42,465 |
| Rocky strata including Boulders | — | — | — | — | |
| 72 | 300 mm dia | Metre | 30 | 1,695.1 | 50,853 |
| Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. | — | — | — | — | |
| All types of soil | — | — | — | — | |
| 73 | 300 mm dia | Metre | 60 | 825.7 | 49,542 |
| Rocky strata including Boulders | — | — | — | — | |
| 74 | 300 mm dia | Metre | 30 | 1,870.6 | 56,118 |
| Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. | — | — | — | — | |
| 75 | 200 mm nominal size dia | Metre | 40 | 1,113.35 | 44,534 |
| Schedule total | ₹9,42,27,240.74 | ||||
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2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed.pdf
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BuildingConditions.pdf
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MasterDocumentforSpecialConditionsforcontractsforCivil-Buildingworks-Correctedon21-09-2023212_1.pdf
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ACS1to6.pdf
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AdvanceCorrectioSlip7-10forGCC.pdf
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PVC-forthevalueoftheworkdoneincludingvariationinquantities._1.pdf
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InstructiontoMSE.pdf
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Scaffoldingusages.pdf
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HqrsLrsTestingofMaterial-Laboratories.pdf
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TenderBookletNEDNEW1.pdf
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TenderBookletNEDNEW2.pdf
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Guidelinesforplatformwallandsurface.pdf
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SiteRecordsforensuringqualityofwork.pdf
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Sitelaboratary.pdf
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concretemixdesigntender.pdf
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2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_111_compressed.pdf
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26-02-2026_RevisedApprovedlistofBrands-Makesfor161categoriesofmaterialsforuseinCivilengineeringworksinSCR-Reg.pdf
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Economydesignmix.pdf
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