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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | -2.54% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance KHALIFA PORA MOUZA KHANYAR SRINAGAR 190003 | SRINAGAR | JAMMU AND KASHMIR | 190003 | -1.00% | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.5 CrAdmitted-Finance | -0.25% | ₹1.5 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical autherazation not uploaded |
| 5 | Rejected-Technical NA | - | - | - | Rejected-Technical autherazation cdr not uploaded r |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
24 Feb 2026, 5:00 pmClosed
Ex Engineer
EX ENGINEER OFFICE AT SPORTS HOUSE MA STADIUM
Construction of playgrond at Rahya Morh Panchayat Halqa Patti, Block Vijaypur District Samba near Railway Crossing
2026_SPORT_303790_1
E NIT NO 84 OF 2025-26 DATED 18.02.2026
Open Tender
Civil Works
365 days
Rahya Morh Panchayat Halqa
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Ex Engineer CDJ
₹2.9 L
EX ENGINEER OFFICE AT SPORTS HOUSE MA STADIUM
14 Mar 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
24 Feb 2026
18 Feb 2026
20 Feb 2026
Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sq.m on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1.0mtr from cutting edge, disposed earth to be levelled and neatly dressed including all leads, lifts and carriages complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering . All works upto plinth level 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregates) 40 mm nominal size (crushed)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforcement for R.C.C work including straightening, cutting, bending , placing in position and binding all complete.
Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts.
Steel work in built tubular (round, square, or rectangular hollow tubes etc.) including cutting, hosting fixing in position for hosting flag applying a primer coat of approved steel primer including welding and bolted. Hot finished welded type tubes
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.
P/F ACP main Board 3mm thickness 1x1inch tubular frame with writing of Name of Stadium etc. as per direction engineer incharge
Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paint applied @ 2.20kg/10sqm)
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth including disposal as per direction engineer incharge
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
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 upto 50 m and lift upto 1.5 m. Qty as per Area chart enclosed
Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Qty as per Area chart enclosed
Filling of good earth including diging, loading, unloading, royality, carriage & spreading in proper lines and grades and consolidation with power road roller complete.
Demolishing defunct brick work manually/by mechanical means and disposal of unserviceable material as per direction of Engineer-in-charge: In cement mortar
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and thelike not exceeding 10sqm on plan, depth upto 1.5mtr.including disposal of excavated earth upto 1 mtr fromcutting edge, disposed earth is to be levelled and neatly dressed in All kinds of soil complete job.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Centring and shuttering including strutting, propping etc. and removal of form work for foundations, footings, base of columns
Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Steel work welded in built up section framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer.
Providing and fixing G.I Chain link Fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per direction of Engineer in Charge Made of G.I wire dia 4mm
Applying priming coat With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, lead upto 50 meter and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :
Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Supply & fixing of 40mm wide PVC strips for joints
Providing & laying PP (polypropylene ) tile approved by FIBA with minimum thickness of 15.5 mm and weight not less than 320 gm/ tile and other specification like Ball Rebound, slip resistance, force reduction as per parameters approved by FIBA. The contractor shall have to provide the unconditional warrenty of 8 years from the OEM or its Authorised Distributor in India and get the sample of tile Tested from NABL Accrediated before payment
Providing of fixing of fixed height adjustable poles (minimum 3inch) with net with line marking
Supply and laying of PVC insulated and PVC sheathed / xlpe aluminium power cable of 1.1 KV grade of following sizes on surface / direct in ground including sand cushioning protective covering and refilling the trench as required as per direction of Engineer Incharge 16 sq. mm 2 core
Supply and laying of PVC insulated unsheathed bright annealed bare copper industrial cable for voltage grade upto 1100V as per IS694:1990 2x4 sq. mm
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 20 mm
Supplying and fixing Cable End Box (Loose Wire Box) suitable for following single pole and neutral, sheet steel, MCB distribution board, 240 Volts, on surface/ recess, complete with testing and commissioning etc. as required.For 6 way, Double door SPN MCBDB
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole and neutral 32 Amp
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as requiredSingle pole and neutral 63 Amp
Installation, Testing and commissioning IP 66 Flood lights 200 watt minimum Luminous flux of luminaire 120 Lm/w, Colour temperature of 5700K, Neutral white, CRI > 80, 50,000 operating hours with PCLens and necessary wire for connection and other accessories required for fixing lights on existing Poles. Firm has to submit originallity certificate of material from OEM or Authorized Distributor with 05 years of warranty.
Provision for supply and installation of Pedestal for Inaguration made of MS Frame 40x40x2.6mm with 4mm thick ACP sheet as base of size 6'x4' and Acrylic Inaguration Plate Acrylic Sheet cover as per direction engineer incharge
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm reinforced with 8 mm dia four nos longitudinal and 9nos cross sectional T.M.T hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S flats of size 50mmx1.6mm complete all as per direction of Engineer-in-charge.
40mm thick marble chips flooring rubbed, under layer 28mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 7 mm to 10mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix :3 marble chips) by volume including cement slurry and curing complete : Ordinary cement without any pigment.
Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floors and walls under 20 cm wide
Providing and fixing of heavy duty net of thickness 2.5mm (mesh size 48x48 mm) to cover cricket prctice pitch on 3 sides & Top, as per direction of engineer in charge
supply of Cricket Pitch Manual Roller -1.o Ton Capacity with Roller MS Sheet Thickness 15 to 18 mm Net Weight: 600 Kg, Gross Weight: 1000 Kg. (after filling with oil/water) with width of 3 feet and Extra small Iron Roller attached for better performance.
Carriage of sand bt MT
Carriage of stone agg by MT
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