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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹53.1 LAdmitted-Finance | -39.81% | ₹53.1 L | L1 | Admitted-Finance |
| 2 | L2₹56.3 LAdmitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | -36.11% | ₹56.3 L | L2 | Admitted-Finance |
| 3 | L3₹63.5 LAdmitted-Finance | -27.99% | ₹63.5 L | L3 | Admitted-Finance |
| 4 | L4₹64.4 LAdmitted-Finance | -26.96% | ₹64.4 L | L4 | Admitted-Finance |
| 5 | L5₹66.5 LAdmitted-Finance | -24.56% | ₹66.5 L | L5 | Admitted-Finance |
Tender Value
₹88.2 L
EMD Value
₹1.8 L
Closing Date
4 May 2026, 6:00 pmClosed
Commissioner
Municipal Council Sikar
Construction of CC drain and Road work from Shivshingpura Stand to Sunshine Residency Water Tank and Shamshan Bhumi Road in Ward No. 58 Sikar
2026_DLB_551755_11
2026-27ENIB04
Open Tender
Civil Works
180 days
Municipal Council Sikar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Commissioner, MDRISL
₹1.8 L
Yes
18 May 2026
14 Apr 2026
5 May 2026
14 Apr 2026
4 May 2026
14 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Construction of CC drain and Road work from Shivshingpura Stand to Sunshine Residency Water Tank and Shamshan Bhumi Road in Ward No. 58 Sikar | ||||||
| 1.01 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.
Cement Concrete Grade M-15 and above and PCC blocks | - | P.cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2.01 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.
Lime Concrete, cement concrete grade M-10 (1:5:10) and below | - | P.cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3.01 | 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.
In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
Depth upto 1.5 m | - | P.cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4.01 | Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.
Standard Size 1000x800mm (100mm thick) for span 451 to 700mm | - | P.sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 5.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | P.cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6.01 | 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 :
Foundations, footings, bases of columns, etc. for mass concrete. | - | P.sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 7.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | P.cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8.01 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 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
40mm thick | - | P.sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9.01 | 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.
Note : E/w to be measured and paid separately.
MS pipe upto 600mm dia (with minimum 5mm thickness sheet) | - | P.kg. | - | - | BI01010001010000000000000515BI0100001121 |
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