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Tender Value
Refer Docs
EMD Value
₹20.9 L
Closing Date
7 Apr 2026, 3:30 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
Dy. CE (GSU) JP Div.:- Development of 2nd entry and One Longer loop line with Platform and one additional line with Platform at Dahar Ka Balaji (DKBJ) station.
GSU-ENGG-JP-2025-26-22
GSU-ENGG-JP-2025-26-22
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹20.9 L
7 Apr 2026
9 Mar 2026
24 Mar 2026
275 items across 2 schedules · ₹4,48,80,497.73 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 9640 | 177.5 | 17,11,100 |
| 2 | All kinds of soil. | cum | 120 | 260.3 | 31,236 |
| 3 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 650 | 549.75 | 3,57,337.5 |
| 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 | 6020 | 196 | 11,79,920 |
| 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 | 1650 | 700.5 | 11,55,825 |
| 6 | All kinds of soil | cum | 240 | 126.8 | 30,432 |
| 7 | 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 | 6012 | 17.6 | 1,05,811.2 |
| 8 | 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 | 35 | 7,878.5 | 2,75,747.5 |
| 9 | 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 | 1758 | 7,294.7 | 1,28,24,082.6 |
| 10 | 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 | 2470 | 7,178.75 | 1,77,31,512.5 |
| 11 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 519 | 6,812 | 35,35,428 |
| 12 | Foundations, footings, bases for columns | Sqm | 180 | 392.15 | 70,587 |
| 13 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 20 | 10,105.1 | 2,02,102 |
| 14 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 90 | 410.85 | 36,976.5 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 10360 | 392.15 | 40,62,674 |
| 16 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 7920 | 842.5 | 66,72,600 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 585 | 927.25 | 5,42,441.25 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 595 | 736.4 | 4,38,158 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 230 | 961.3 | 2,21,099 |
| 20 | Stairs, (excluding landings) except spiral-staircases | Sqm | 140 | 764.95 | 1,07,093 |
| 21 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 20 | 384.3 | 7,686 |
| 22 | Providing, transporting, 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 | 12 | 20,355.8 | 2,44,269.6 |
| 23 | Mild steel and Medium Tensile steel bars | Kg | 210 | 107.1 | 22,491 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 474070 | 107.85 | 5,11,28,449.5 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 133970 | 107.85 | 1,44,48,664.5 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3105 | 9,504.75 | 2,95,12,248.75 |
| 27 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1432 | 9,860.4 | 1,41,20,092.8 |
| 28 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 40 | 10,162.35 | 4,06,494 |
| 29 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 2561 | 733.5 | 18,78,493.5 |
| 30 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 40 | 7,370.65 | 2,94,826 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2 | 7,132.25 | 14,264.5 |
| 32 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 535 | 9,344.35 | 49,99,227.25 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 135 | 9,105.95 | 12,29,303.25 |
| 34 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 225 | 905.05 | 2,03,636.25 |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 1935 | 7,311.25 | 1,41,47,268.75 |
| 36 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 992 | 9,275.45 | 92,01,246.4 |
| 37 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 38 | Area of slab upto 0.50 sqm | Sqm | 15 | 4,170.7 | 62,560.5 |
| 39 | Area of slab over 0.50 sqm | Sqm | 60 | 3,848.7 | 2,30,922 |
| 40 | Granite work | Metre | 120 | 510.95 | 61,314 |
| 41 | 70 mm thick | Sqm | 40 | 6,282.4 | 2,51,296 |
| 42 | 30 mm thick | Sqm | 40 | 5,295.9 | 2,11,836 |
| 43 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. | Kg | 260 | 714.4 | 1,85,744 |
| 44 | 50 mm long | Each | 2000 | 29.75 | 59,500 |
| 45 | 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 | 445 | 1,267.95 | 5,64,237.75 |
| 46 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 400 | 5,015.05 | 20,06,020 |
| 47 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 100 | 3,167.95 | 3,16,795 |
| 48 | With 12 mm mild steel U beading | Sqm | 75 | 939.2 | 70,440 |
| 49 | 300x16 mm | Each | 30 | 216.55 | 6,496.5 |
| 50 | 250x16 mm | Each | 18 | 193.7 | 3,486.6 |
| 51 | 200x10 mm | Each | 65 | 69.4 | 4,511 |
| 52 | 150x10 mm | Each | 18 | 59.45 | 1,070.1 |
| 53 | 125 mm | Each | 65 | 39.95 | 2,596.75 |
| 54 | 125 mm | Each | 54 | 66.25 | 3,577.5 |
| 55 | Single rubber stopper | Each | 65 | 39.6 | 2,574 |
| 56 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 187 | 570.95 | 1,06,767.65 |
| 57 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 32 | 3,720.75 | 1,19,064 |
| 58 | 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 | 45 | 4,488.95 | 2,02,002.75 |
| 59 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 60 | 117.35 | 7,041 |
| 60 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 50120 | 133.7 | 67,01,044 |
| 61 | 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 | 1400 | 131.05 | 1,83,470 |
| 62 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 350 | 611.75 | 2,14,112.5 |
| 63 | Hot finished welded type tubes | Kg | 87000 | 194.4 | 1,69,12,800 |
| 64 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 620 | 97.2 | 60,264 |
| 65 | 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 | 600 | 772.4 | 4,63,440 |
| 66 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 11 | 614.2 | 6,756.2 |
| 67 | Light shade pigment using white cement | Sqm | 760 | 1,533.8 | 11,65,688 |
| 68 | Dark shade pigment using ordinary cement | Sqm | 820 | 1,442.15 | 11,82,563 |
| 69 | 25 mm thick | Sqm | 510 | 1,948.25 | 9,93,607.5 |
| 70 | 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 | 115 | 1,096.55 | 1,26,103.25 |
| 71 | Size of Tile 600x600 mm | Sqm | 600 | 1,553.45 | 9,32,070 |
| 72 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 30 | 3,186.7 | 95,601 |
| 73 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 30 | 4,481.3 | 1,34,439 |
| 74 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 50 | 1,863.9 | 93,195 |
| 75 | In 75x75 mm deep chase | Metre | 230 | 305.15 | 70,184.5 |
| 76 | 110 mm diameter | Metre | 230 | 377.4 | 86,802 |
| 77 | 110 mm | Each | 5 | 136.15 | 680.75 |
| 78 | 110 mm | Each | 5 | 127.6 | 638 |
| 79 | 110 mm bend | Each | 5 | 150.35 | 751.75 |
| 80 | 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 | 1020 | 738.65 | 7,53,423 |
| 81 | Precoated/mill finish aluminium Ridges plain (500- 600mm) | Metre | 80 | 1,066.2 | 85,296 |
| 82 | 1:6 (1 cement: 6 fine sand) | Sqm | 675 | 333.35 | 2,25,011.25 |
| 83 | 1:4 (1 cement: 4 fine sand) | Sqm | 8500 | 471.35 | 40,06,475 |
| 84 | 1:4 (1 cement: 4 coarse sand) | Sqm | 465 | 357.35 | 1,66,167.75 |
| 85 | 1:4 (1 cement: 4 coarse sand) | Sqm | 200 | 411.75 | 82,350 |
| 86 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1100 | 466.05 | 5,12,655 |
| 87 | New work (three or more coats) | Sqm | 2000 | 39.05 | 78,100 |
| 88 | New work (two or more coats) with a base coat of whiting | Sqm | 325 | 52.75 | 17,143.75 |
| 89 | 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 | 840 | 185.65 | 1,55,946 |
| 90 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 160 | 116.9 | 18,704 |
| 91 | 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 | 1120 | 160.6 | 1,79,872 |
| 92 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 840 | 193.7 | 1,62,708 |
| 93 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 140 | 176.25 | 24,675 |
| 94 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 140 | 170.7 | 23,898 |
| 95 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 140 | 74.65 | 10,451 |
| 96 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 100 | 67.4 | 6,740 |
| 97 | Two or more coats on new work | Sqm | 1500 | 155.9 | 2,33,850 |
| 98 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 350 | 226.25 | 79,187.5 |
| 99 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 21250 | 218.9 | 46,51,625 |
| 100 | Cement concrete prepared with batch mixing machine | cum | 3000 | 10,529.35 | 3,15,88,050 |
| 101 | New work (Two or more coats) | Sqm | 250 | 288.9 | 72,225 |
| 102 | Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. | Each | 20 | 3,050.4 | 61,008 |
| 103 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 200 | 747.8 | 1,49,560 |
| 104 | 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 | 590 | 972 | 5,73,480 |
| 105 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 60 | 10,117.6 | 6,07,056 |
| 106 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 2160 | 9,823.8 | 2,12,19,408 |
| 107 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 2400 | 2,784 | 66,81,600 |
| 108 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 2600 | 2,914.3 | 75,77,180 |
| 109 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | Metre | 20 | 3,439.5 | 68,790 |
| 110 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 300 | 2,017.6 | 6,05,280 |
| 111 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 60 | 1,045.65 | 62,739 |
| 112 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 17 | 6,767.4 | 1,15,045.8 |
| 113 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 18 | 6,258.75 | 1,12,657.5 |
| 114 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 18 | 9,256.45 | 1,66,616.1 |
| 115 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 9 | 2,648.85 | 23,839.65 |
| 116 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 10 | 1,513.6 | 15,136 |
| 117 | 610x460 mm bowl depth 200 mm | Each | 10 | 3,873.8 | 38,738 |
| 118 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 119 | 10 litre (full flush) capacity-coloured | Each | 18 | 2,912.4 | 52,423.2 |
| 120 | 32 mm dia | Each | 9 | 119.55 | 1,075.95 |
| 121 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 19 | 1,607.95 | 30,551.05 |
| 122 | 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 | 1,083.5 | 21,670 |
| 123 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 480 | 1,151.9 | 5,52,912 |
| 124 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 140 | 1,180.75 | 1,65,305 |
| 125 | Sand cast iron S&S as per IS - 1729 | Each | 5 | 470.45 | 2,352.25 |
| 126 | Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 | Each | 20 | 368 | 7,360 |
| 127 | Sand cast iron S&S as per IS - 1729 | Each | 20 | 726.55 | 14,531 |
| 128 | Sand cast iron S&S as per IS - 1729 | Each | 36 | 883 | 31,788 |
| 129 | With 100 mm dia | Each | 20 | 632.65 | 12,653 |
| 130 | Sand cast iron S&S as per IS - 1729 | Each | 38 | 442 | 16,796 |
| 131 | Sand cast iron S&S as per IS: 3989 | Each | 60 | 1,996.5 | 1,19,790 |
| 132 | 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 | 9 | 168.35 | 1,515.15 |
| 133 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 115 | 316.25 | 36,368.75 |
| 134 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 1810 | 597.75 | 10,81,927.5 |
| 135 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 500 | 696.75 | 3,48,375 |
| 136 | PPR Union 25mm | Each | 10 | 334 | 3,340 |
| 137 | PPR Union 63mm | Each | 5 | 913 | 4,565 |
| 138 | 15 mm nominal dia Pipes | Metre | 70 | 286.8 | 20,076 |
| 139 | 20 mm nominal dia Pipes | Metre | 75 | 335 | 25,125 |
| 140 | 25 mm nominal dia Pipes | Metre | 190 | 401.55 | 76,294.5 |
| 141 | 20 mm nominal dia Pipes | Metre | 350 | 537.6 | 1,88,160 |
| 142 | 25 mm nominal dia Pipes | Metre | 140 | 627.25 | 87,815 |
| 143 | 15 mm nominal dia Pipes | Metre | 400 | 244.7 | 97,880 |
| 144 | 20 mm nominal dia Pipes | Metre | 250 | 274.3 | 68,575 |
| 145 | 25 mm nominal dia Pipes | Metre | 830 | 355.4 | 2,94,982 |
| 146 | 50 mm nominal dia Pipes | Metre | 200 | 794.25 | 1,58,850 |
| 147 | 80 mm dia nominal bore | Metre | 300 | 1,041.7 | 3,12,510 |
| 148 | 50 to 80 mm nominal bore | Each | 20 | 1,785.35 | 35,707 |
| 149 | Horizontal | Each | 5 | 1,371.2 | 6,856 |
| 150 | Horizontal | Each | 2 | 3,664.75 | 7,329.5 |
| 151 | Vertical | Each | 2 | 3,855.4 | 7,710.8 |
| 152 | Class I | Each | 12 | 4,791.2 | 57,494.4 |
| 153 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 24 | 1,992.6 | 47,822.4 |
| 154 | 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 | 19000 | 11 | 2,09,000 |
| 155 | 15 mm nominal bore | Each | 20 | 506.8 | 10,136 |
| 156 | 15 mm nominal bore | Each | 38 | 820.7 | 31,186.6 |
| 157 | 15 mm nominal bore | Each | 18 | 670.45 | 12,068.1 |
| 158 | 15mm nominal bore | Each | 18 | 574.3 | 10,337.4 |
| 159 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 28 | 118.5 | 3,318 |
| 160 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 70 | 112.8 | 7,896 |
| 161 | 150 mm dia. R.C.C. pipe | Metre | 250 | 556.45 | 1,39,112.5 |
| 162 | 250 mm dia. R.C.C. pipe | Metre | 400 | 899.8 | 3,59,920 |
| 163 | 300 mm dia | Metre | 90 | 707.75 | 63,697.5 |
| 164 | 300 mm dia | Metre | 60 | 825.7 | 49,542 |
| 165 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 100 | 2,442.75 | 2,44,275 |
| 166 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 270 | 1,525.6 | 4,11,912 |
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details.html
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nit.pdf
NIT
NIT06032026.pdf
ATTACHMENT
Financial Bid
ATTACHMENT
GCC-2022-ACS10corrected.pdf
ATTACHMENT
ACSNo.1GCC-2022.pdf
ATTACHMENT
ACS-2toGCC-2022_2022-CE-1-CT-GCC-2022-POLICY_13.12.2022.pdf
ATTACHMENT
AdvanceCorrectionSlipNo_3ACS-311.pdf
ATTACHMENT
AdvanceCorrectionSlipNo_4ACS-4.pdf
ATTACHMENT
AdvanceCorrectionSlipNo_5GCCApril-2022.pdf
ATTACHMENT
AdvanceCorrectionSlipNo_6ACS-61.pdf
ATTACHMENT
AdvanceCorrectionSlipNo_7ACS-7.pdf
ATTACHMENT
AdvanceCorrectionSlipNo_8ACS-8.pdf
ATTACHMENT
AdvanceCorrectionSlipNo_9ACS-9.pdf
ATTACHMENT
AdvanceCorrectionSlipNo_10ACS-10.pdf
ATTACHMENT
22.TD2526GSUTechnicalBidDy.CEGSUJPDiv.-Developmentof2ndentryandOneLongerlooplinewithPlatformandoneadditionallinewithPlatformatDaharKaBalajiDKBJstation._1.pdf
ATTACHMENT
22.TS2526GSUFinancialBidDy.CEGSUJPDiv.-Developmentof2ndentryandOneLongerlooplinewithPlatformandoneadditionallinewithPlatformatDaharKaBalajiDKBJ_1.pdf
ATTACHMENT
22.TS2526GSUFinancialBidDevelopmentof2ndentryandOneLongerlooplinewithPlatformandoneadditionallinewithPlatformatDaharKaBalajiDKBJ-corrected11AC.pdf
CORRIGENDUM
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