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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.4 LAdmitted-Finance | -21.86% | ₹27.4 L | L1 | Admitted-Finance |
| 2 | L2₹28.5 LAdmitted-Finance | -18.60% | ₹28.5 L | L2 | Admitted-Finance |
| 3 | L3₹32.7 LAdmitted-Finance | -6.66% | ₹32.7 L | L3 | Admitted-Finance |
| 4 | L4₹32.8 LAdmitted-Finance NANDED | NANDED | MAHARASHTRA | 431601 | -6.51% | ₹32.8 L | L4 | Admitted-Finance |
Tender Value
₹35.0 L
EMD Value
₹70,100
Closing Date
2 Feb 2026, 6:00 pmClosed
Commissioner
Municipal Council Sikar
Construction of New Basketball court and GYM Hall at Zila Stadium in Sikar
2026_DLB_530445_1
Enib30/2025-26
Open Tender
Civil Works
90 days
Municipal Council Sikar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Commissioner, MD RISL
₹70,100
Yes
10 Feb 2026
21 Jan 2026
3 Feb 2026
21 Jan 2026
2 Feb 2026
21 Jan 2026
Construction of New Basketball Court and GYM Hall at Zila Stadium in Sikar.
Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m.
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.
Supplying and fixing of GI chain link fencing of required width in mesh including strengthening with 2 mm dia GI wire/ G.I. staples/ G.I.U-nails/ nuts bolts with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall bestrutted on both sides and end post on one side only etc complete as required and as per direction of Engineer-in-charge Mesh size 50mm x 50mm made of GI wire 3.15mm dia
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size)
Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand)
Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding alcomplete.Hot rolled deformed bars.
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer
Finishing walls with Acrylic Smooth exterior paint of required shade : 32.35.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.
Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate40 mm nominal size)
Random rubble stone masonry work in cement mortar with mechanical mixer in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 and 1400 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering.In cement mortar 1:4 (1 cement : 4 coarse sand)
Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate40 mm nominal size)
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform.
Columns, Pillars, Piers, Abutments, Posts and Struts
Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand)
Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure 'A' attached with this
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