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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.5 LAdmitted-Finance 112 AMBALA ROAD NARAINGARH AMBALA 134203 | NARAINGARH | AMBALA | HARYANA | 134203 | -32.86% | ₹33.5 L | L1 | Admitted-Finance |
| 2 | L2₹35.4 LAdmitted-Finance | -28.96% | ₹35.4 L | L2 | Admitted-Finance |
| 3 | L3₹36.8 LAdmitted-Finance | -26.26% | ₹36.8 L | L3 | Admitted-Finance |
| 4 | L4₹37.3 LAdmitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | -25.19% | ₹37.3 L | L4 | Admitted-Finance |
| 5 | L5₹42.7 LAdmitted-Finance | -14.40% | ₹42.7 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹49.9 L
EMD Value
₹99,780
Closing Date
23 Apr 2026, 6:00 pmClosed
COMMISSIONER
MUNICIPAL COUNCIL SIKAR
Construction of Dain work from 2no. Phatak to Shiv mandir via Purohit Ji Ki Dhani Chowk
2026_DLB_549909_30
2026-27ENIB01
Open Tender
Civil Works
90 days
MUNICIPAL COUNCIL SIKAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
COMMISSIONER, MD RISL
₹99,780
Yes
30 Apr 2026
4 Apr 2026
24 Apr 2026
4 Apr 2026
23 Apr 2026
4 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 DRAIN FROM 2 NO. PHATAK TO SHIV MANDIR VIA PUROHIT JI KI DHANI CHOWK IN 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.
Lime Concrete, cement concrete grade M-10 (1:5:10) and below | 200 | P.CUM | 393.5 | ₹78,700 | BI01010001010000000000000515BI0100001113 |
| 2.01 | 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 | 1,050 | P.CUM | 229.5 | ₹2,40,975 | BI01010001010000000000000515BI0100001114 |
| 3.01 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: UP TO 2 KM
Stone, boulders, gravelly material | 1,250 | P.CUM | 174.63 | ₹2,18,287.5 | BI01010001010000000000000515BI0100001115 |
| 4.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) | 164.4 | P.CUM | 4,330 | ₹7,11,852 | BI01010001010000000000000515BI0100001116 |
| 5.01 | 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. | 2,466 | P.SQM | 236 | ₹5,81,976 | BI01010001010000000000000515BI0100001117 |
| 6.01 | 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) | 493.2 | P.CUM | 5,510 | ₹27,17,532 | BI01010001010000000000000515BI0100001118 |
| 7.01 | 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 | 822 | P.SQM | 422.5 | ₹3,47,295 | BI01010001010000000000000515BI0100001119 |
| 8.01 | Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' 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 | 20 | P.SQM | 2,885 | ₹57,700 | BI01010001010000000000000515BI0100001120 |
| 9.01 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mm manufactured through vertical / vibrated casting process at all depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as per specification and / or as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
600 mm internal diameter | 10 | MTR. | 3,565 | ₹35,650 | BI01010001010000000000000515BI0100001121 |
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