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Tender Value
Refer Docs
EMD Value
₹2.6 L
Closing Date
7 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Sabarmati - Augmentation of Divisional Railway Hospital, Sabarmati for providing new Pediatric ward with nursing station & Providing Computer Based Test Centre at MDDTI-SBI including ancillary works under Divisional Engineer (Works) Ahmedabad (Composite Work)
DRM-ADI-214-2025-26
DRM-ADI-214-2025-26
Open
Works - General
12 Months
Ahmadabad, Gujarat
₹0
₹2.6 L
7 Apr 2026
13 Mar 2026
24 Mar 2026
337 items across 43 schedules · ₹3,03,08,593.11 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 | 391.3 | 177.5 | 69,455.75 |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 2 | All kinds of soil. | cum | 255.2 | 260.3 | 66,428.56 |
| Excavating trenches by mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | — | — | — | — | |
| All kinds of soil | — | — | — | — | |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | — | 120 352.15 | 42,258 |
| 4 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | — | 42 549.75 | 23,089.5 |
| 5 | 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 | — | 227 196 | 44,492 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | — | 48 2123.75 | 1,01,940 |
| Supplying chemical emulsion in sealed containers including delivery as specified. | — | — | — | — | |
| 7 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | — | 194 234.75 | 45,541.5 |
| Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : | — | — | — | — | |
| Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: | — | — | — | — | |
| 8 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | — | 390 310.05 | 1,20,919.5 |
| 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 : | — | — | — | — | |
| 9 | 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 | 201.3 | 7,178.75 | 14,45,082.38 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | — | 604 392.15 | 2,36,858.6 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | — | 394 927.25 | 3,65,336.5 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | — | 574 736.4 | 4,22,693.6 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | — | 662 961.3 | 6,36,380.6 |
| 14 | Stairs, (excluding landings) except spiral-staircases | Sqm | — | 12 764.95 | 9,179.4 |
| PRE-CAST RCC | — | — | — | — | |
| Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ),reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. | — | — | — | — | |
| 15 | 40 mm thick | Sqm | — | 5 1706.55 | 8,532.75 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 34396 | 107.85 | 37,09,608.6 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 27924 | 107.85 | 30,11,603.4 |
| MISCELLANEOUS | — | — | — | — | |
| 18 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | — | 281 78.4 | 22,030.4 |
| 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 | — | — | — | — | |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 344.8 | 9,504.75 | 32,77,237.8 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 302.6 | 9,860.4 | 29,83,757.04 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 219.14 | 733.5 | 1,60,739.19 |
| MASONRY WORK | — | — | — | — | |
| EXPOSED BRICK WALL | — | — | — | — | |
| Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : | — | — | — | — | |
| 22 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | — | 4 8752.55 | 35,010.2 |
| Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : | — | — | — | — | |
| 23 | Cement Mortar 1:4 ( 1 cement : 4 coarse sand) | cum | — | 2.6 7197.75 | 18,714.15 |
| 24 | 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 | 196.8 | 8,333.65 | 16,40,062.32 |
| CLADDING WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels | — | — | — | — | |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 25 | Area of slab upto 0.50 sqm | Sqm | 170.2 | 5,413.5 | 9,21,377.7 |
| 26 | Area of slab over 0.50 sqm | Sqm | — | 86 5136.3 | 4,41,721.8 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). | — | — | — | — | |
| 27 | Second class teak wood | cum | — | 2 142949.7 | 2,85,899.4 |
| 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. | — | — | — | — | |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | — | 59 3167.95 | 1,86,909.05 |
| 29 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | — | 38 2819.25 | 1,07,131.5 |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: | — | — | — | — | |
| 30 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | — | 32 2172.1 | 69,507.2 |
| 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 | 3660 | 219.1 | 8,01,906 |
| 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 | 300x16 mm | Each | — | 24 216.55 | 5,197.2 |
| 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 | 250x10 mm | Each | — | 18 83.9 | 1,510.2 |
| 34 | 150x10 mm | Each | — | 18 59.45 | 1,070.1 |
| 35 | 100x10 mm | Each | — | 18 44.3 | 797.4 |
| Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 36 | 125 mm | Each | — | 26 39.95 | 1,038.7 |
| 37 | 100 mm | Each | — | 19 32.55 | 618.45 |
| 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 : | — | — | — | — | |
| 38 | 300x16 mm | Each | — | 18 303.25 | 5,458.5 |
| Providing and fixing aluminium tower 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 necessary screws etc. complete : | — | — | — | — | |
| 39 | 300x10 mm | Each | — | 18 130.1 | 2,341.8 |
| 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 : | — | — | — | — | |
| 40 | 125 mm | Each | — | 18 66.25 | 1,192.5 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| 41 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in- Charge. | Metre | — | 40 492.7 | 19,708 |
| Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, panelling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. | — | — | — | — | |
| 42 | 30 mm thick pre laminated PVC door shutters | Sqm | — | 20 3663.8 | 73,276 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 43 | 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 | — | 430 133.7 | 57,491 |
| Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | — | — | — | — | |
| 44 | Hot finished welded type tubes | Kg | 2350 | 194.4 | 4,56,840 |
| 45 | 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 | — | 24 226 | 5,424 |
| FLOORING | — | — | — | — | |
| General | — | — | — | — | |
| Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. | — | — | — | — | |
| 46 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | — | 10 614.2 | 6,142 |
| 47 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | — | 27 8595.15 | 2,32,069.05 |
| KOTA STONE FLOORING | — | — | — | — | |
| Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : | — | — | — | — | |
| 48 | 25 mm thick | Sqm | — | 88 1948.25 | 1,71,446 |
| 49 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | — | 8 2354.7 | 18,837.6 |
| SAND STONE FLOORING | — | — | — | — | |
| 50 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | — | 32 191.4 | 6,124.8 |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 51 | 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 | — | 32 1096.55 | 35,089.6 |
| 52 | Providing and fixing 1st quality ceramic glazed floor 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 | — | 110 1112.7 | 1,22,397 |
| 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. | — | — | — | — | |
| 53 | Size of Tile 600x600 mm | Sqm | 495.8 | 1,553.45 | 7,70,200.51 |
| 54 | Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge. | Sqm | — | 450 954.15 | 4,29,367.5 |
| Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. | — | — | — | — | |
| 55 | Size of Tile 600x600 mm | Sqm | — | 75.8 1623.05 | 1,23,027.19 |
| 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. | — | — | — | — | |
| 56 | 75 mm diameter | Metre | — | 40 248.8 | 9,952 |
| 57 | 110 mm diameter | Metre | — | 58 377.4 | 21,889.2 |
| Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. | — | — | — | — | |
| Single tee with door | — | — | — | — | |
| 58 | 75x75x75 mm | Each | — | 4 164.2 | 656.8 |
| 59 | 110x110x110 mm | Each | — | 4 234.15 | 936.6 |
| Single tee without door | — | — | — | — | |
| 60 | 75x75x75 mm | Each | — | 4 144.3 | 577.2 |
| 61 | 110x110x110 mm | Each | — | 4 221.35 | 885.4 |
| Bend 87.5 degree | — | — | — | — | |
| 62 | 75 mm bend | Each | — | 4 105.9 | 423.6 |
| 63 | 110 mm bend | Each | — | 4 150.35 | 601.4 |
| Shoe (Plain) | — | — | — | — | |
| 64 | 75 mm Shoe | Each | — | 2 93.1 | 186.2 |
| 65 | 110 mm Shoe | Each | — | 2 131.85 | 263.7 |
| Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. | — | — | — | — | |
| 66 | 75 mm | Each | — | 18 369.85 | 6,657.3 |
| 67 | 110 mm | Each | — | 26 371.3 | 9,653.8 |
| Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8 mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovings incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. | — | — | — | — | |
| 68 | 2 mm thick flat | Sqm | — | 20 1245.65 | 24,913 |
| 69 | 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 | — | 10 738.65 | 7,386.5 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 70 | 1:6 (1 cement: 6 fine sand) | Sqm | 630.4 | 333.35 | 2,10,143.84 |
| 20 mm cement plaster of mix : | — | — | — | — | |
| 71 | 1:6 (1 cement: 6 fine sand) | Sqm | 730.8 | 450 | 3,28,860 |
| 6 mm CEMENT PLASTER | — | — | — | — | |
| 6 mm cement plaster of mix : | — | — | — | — | |
| 72 | 1:3 (1 cement : 3 fine sand) | Sqm | 512.2 | 300.45 | 1,53,890.49 |
| PEBBLE DASH PLASTER | — | — | — | — | |
| 73 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1142.6 | 262.7 | 3,00,161.02 |
| INTERIOR FINISHING | — | — | — | — | |
| Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : | — | — | — | — | |
| 74 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | — | 115 185.65 | 21,349.75 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with Acrylic Smooth exterior paint of required shade : | — | — | — | — | |
| 75 | 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 | 410.8 | 160.6 | 65,974.48 |
| Applying priming coat: | — | — | — | — | |
| 76 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | — | 12 74.65 | 895.8 |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 77 | Two or more coats on new work | Sqm | 451.6 | 155.9 | 70,404.44 |
| 78 | Melamine polishing on wood work (one or more coat). | Sqm | — | 43 138.1 | 5,938.3 |
| 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. | — | — | — | — | |
| 79 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | — | 44 2434.25 | 1,07,107 |
| 80 | 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 | — | 12 3551.25 | 42,615 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 81 | In cement mortar | cum | — | 52 2060.2 | 1,07,130.4 |
| 82 | 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 | — | 45 263.95 | 11,877.75 |
| ROAD WORK | — | — | — | — | |
| CONCRETE PAVEMENTS | — | — | — | — | |
| 83 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 22.99 | 7,993.8 | 1,83,777.46 |
| Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). | — | — | — | — | |
| 84 | Cement concrete prepared with batch mixing machine | cum | — | 62 10529.35 | 6,52,819.7 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : | — | — | — | — | |
| 85 | W.C. pan with ISI marked white solid plastic seat and lid | Each | — | 6 6515.55 | 39,093.3 |
| 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: | — | — | — | — | |
| 86 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | — | 7 1879.2 | 13,154.4 |
| Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : | — | — | — | — | |
| Kitchen sink with drain board | — | — | — | — | |
| 87 | 510x1040 mm bowl depth 225 mm | Each | — | 4 7514.65 | 30,058.6 |
| Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : | — | — | — | — | |
| 88 | Rectangular shape 453x357 mm | Each | — | 8 1361.8 | 10,894.4 |
| Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : | — | — | — | — | |
| 89 | For 100 mm dia pipe | Each | — | 16 362.85 | 5,805.6 |
| Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. | — | — | — | — | |
| 100 mm dia | — | — | — | — | |
| 90 | Sand cast iron S&S as per IS - 3989 | Each | — | 6 705.2 | 4,231.2 |
| Providing and fixing plain bend of required degree. | — | — | — | — | |
| 100 mm dia | — | — | — | — | |
| 91 | Sand cast iron S&S as per IS : 3989 | Each | — | 6 570.05 | 3,420.3 |
| Providing and fixing heel rest sanitary bend | — | — | — | — | |
| 100 mm dia | — | — | — | — | |
| 92 | Sand cast iron S&S as per IS - 3989 | Each | — | 4 548.7 | 2,194.8 |
| Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : | — | — | — | — | |
| 100x100x100x100 mm | — | — | — | — | |
| 93 | Sand cast iron S&S as per IS - 3989 | Each | — | 4 1103.1 | 4,412.4 |
| Providing and fixing double equal plain junction of required degree. | — | — | — | — | |
| 100x100x100x100 mm | — | — | — | — | |
| 94 | Sand cast iron S&S as per IS - 3989 | Each | — | 4 1075.05 | 4,300.2 |
| Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. | — | — | — | — | |
| 100x100x100 mm | — | — | — | — | |
| 95 | Sand cast iron S&S as per IS - 3989 | Each | — | 4 925.7 | 3,702.8 |
| Providing and fixing single equal plain junction of required degree : | — | — | — | — | |
| 100x100x100 mm | — | — | — | — | |
| 96 | Sand cast iron S&S as per IS - 3989 | Each | — | 4 811.9 | 3,247.6 |
| Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: | — | — | — | — | |
| 100x100x75x75 mm | — | — | — | — | |
| 97 | Sand cast iron S&S as per IS - 3989 | Each | — | 4 1601.45 | 6,405.8 |
| Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : | — | — | — | — | |
| 100 mm | — | — | — | — | |
| 98 | Sand cast iron S&S as per IS - 3989 | Each | — | 4 683.85 | 2,735.4 |
| Providing and fixing terminal guard : | — | — | — | — | |
| 100 mm | — | — | — | — | |
| 99 | Sand cast iron S&S as per IS - 3989 | Each | — | 4 506 | 2,024 |
| Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : | — | — | — | — | |
| 100 | 100 mm | Each | — | 4 622.5 | 2,490 |
| Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : | — | — | — | — | |
| 101 | 100 mm | Each | — | 24 139.7 | 3,352.8 |
| WATER SUPPLY | — | — | — | — | |
| PP-R PIPES | — | — | — | — | |
| Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in- Charge. Concealed work, including cutting chases and making good the wall etc. | — | — | — | — | |
| 102 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | — | 12 477.85 | 5,734.2 |
| 103 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | — | 82 515.2 | 42,246.4 |
| Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work | — | — | — | — | |
| 104 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | — | 70 265.05 | 18,553.5 |
| 105 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | — | 90 450.95 | 40,585.5 |
| 106 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | — | 140 1301.35 | 1,82,189 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing brass bib cock of approved quality : | — | — | — | — | |
| 107 | 15 mm nominal bore | Each | — | 11 353.25 | 3,885.75 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| 108 | 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 | 6000 | 11 | 66,000 |
| C.P. BRASS FITTINGS | — | — | — | — | |
| Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : | — | — | — | — | |
| 109 | 15 mm nominal bore | Each | — | 12 506.8 | 6,081.6 |
| Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | — | — | — | — | |
| 110 | 15 mm nominal bore | Each | — | 12 670.45 | 8,045.4 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 111 | 150 mm diameter | Metre | — | 150 695.8 | 1,04,370 |
| Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : | — | — | — | — | |
| 112 | 150 mm diameter S.W. pipe | Metre | — | 150 1179.85 | 1,76,977.5 |
| Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: | — | — | — | — | |
| 150 x 100 mm size P type | — | — | — | — | |
| 113 | With sewer bricks conforming to IS : 4885 | Each | — | 15 2711.7 | 40,675.5 |
| ALUMINIUM WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 114 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | — | 638 495.05 | 3,15,841.9 |
| For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | — | — | — | — | |
| 115 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | — | 662 598.6 | 3,96,273.2 |
| Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): | — | — | — | — | |
| 116 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | — | 59.9 1176.8 | 70,490.32 |
| WATER PROOFING | — | — | — | — | |
| General | — | — | — | — | |
| Grading roof for water proofing treatment with | — | — | — | — | |
| 117 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 25.62 | 8,042.3 | 2,06,043.73 |
| 118 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | — | 12 16112.1 | 1,93,345.2 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595 mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance >= 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7) in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32 mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8 mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main 'T'. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size 24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. | — | — | — | — | |
| 119 | With 16 mm thick bevelled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.60) | Sqm | 135.8 | 2,333.6 | 3,16,902.88 |
| NEW TECHNOLOGY ITEMS | — | — | — | — | |
| Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in foundation and plinth in: | — | — | — | — | |
| 120 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 79.5 7387.25 | 5,87,286.38 |
| Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level | — | — | — | — | |
| 121 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 44.5 9844.65 | 4,38,086.93 |
| Schedule total | ₹2,95,67,136.11 | ||||
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AugmentationofDivisionalRailwayHospitalSabarmatiforprovidingnewPediatricwardwithnursingstationProvidingComputerBasedTestcentreatMDDTI- conditions
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SabarmatiCBTPeadiatricwardTenderscheduleSpecialconditions-Electrical.pdf
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Recommendedmaker-manufacturerofcivilmaterials.pdf
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AnnexureE.pdf
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AnnexureVIA.pdf
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AnnexureVIB.pdf
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AnnexureA.pdf
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2022-12-13GCC2022ACS2.pdf
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AnnexureF.pdf
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ImplementationofContractore-MeasurementBook.pdf
ATTACHMENT
AnnexureD_1.pdf
ATTACHMENT
2023-10-20GCC2022ACS5.pdf
ATTACHMENT
AnnexureB.pdf
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AnnexureG_2.pdf
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2023-08-07GCC2022ACS4.pdf
ATTACHMENT
AnnexureI.pdf
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AnnexureH.pdf
ATTACHMENT
GCC2022ACS1.pdf
ATTACHMENT
GCCApril2022.pdf
ATTACHMENT
2022-CE-I-CT-GCC-2022-POLYCYDated21.12.2023.pdf
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2022-07-05RBA33_2022GSTinWorkContracts.pdf
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2023-04-26GCC2022ACS3.pdf
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AnnexureC.pdf
ATTACHMENT
AdvanceCorrectionSlipNo_10ACS-10.pdf
ATTACHMENT
2025-01-09GCC2022ACS9.pdf
ATTACHMENT
2024-12-27GCC2022ACS8.pdf
ATTACHMENT
2022-CE-I-CT-GCC-2022-POLICY-Pt.Idated25.09.2024.pdf
ATTACHMENT
RBletterno.2024-CE-ll-CAOCWorkshop-Part-2dated03.06.2024.pdf
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SplCond-Sabarmati-AugmentationofDivisionalRailwayHospitalSabarmatiforprovidingnewPediatricwardwithnursingstationProvidingComputerBasedTestcentreatMDDTI-SBI.pdf
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