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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.0 LAdmitted-Finance | -34.12% | ₹33.0 L | L1 | Admitted-Finance |
| 2 | L2₹33.6 LAdmitted-Finance | -32.97% | ₹33.6 L | L2 | Admitted-Finance |
| 3 | L3₹34.1 LAdmitted-Finance | -31.90% | ₹34.1 L | L3 | Admitted-Finance |
| 4 | L4₹34.6 LAdmitted-Finance | -30.96% | ₹34.6 L | L4 | Admitted-Finance |
| 5 | L5₹36.6 LAdmitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | -26.89% | ₹36.6 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
23 Apr 2026, 6:00 pmClosed
COMMISSIONER
MUNICIPAL COUNCIL SIKAR
Construction of WBM Road and Drain in Dasa Ki Dhani upto Law Collage in Sikar
2026_DLB_549909_34
2026-27ENIB01
Open Tender
Civil Works
90 days
MUNICIPAL COUNCIL SIKAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
COMMISSIONER, MD RISL
₹1 L
Yes
1 May 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 WBM Road and Drain in Dasa Ki Dhani up to Law Collage in Sikar. | ||||||
| 1.01 | Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with alllifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks | - | p.cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2.01 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | - | p.cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3.01 | Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 825 | p.cum | 1,106 | ₹9,12,450 | BI01010001010000000000000515BI0100001115 |
| 4.01 | Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing,camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete.
Crusher broken - Grade-III (53-22.4mm) | 413 | p.cum | 1,897 | ₹7,83,461 | BI01010001010000000000000515BI0100001116 |
| 5.01 | 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 mmmanufactured through vertical 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 andconveyance 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
300 mm internal diameter | - | mtr | - | - | BI01010001010000000000000515BI0100001117 |
| 6.01 | 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 corrosivebitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistancecompound, abrasion resistant complete as per approved design etc.Standard Size 1000x800mm (100mm thick) for span 451 to 700mm | - | P.SQM | 2,885 | - | BI01010001010000000000000515BI0100001118 |
| 7.01 | 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. | - | p.kg | - | - | BI01010001010000000000000515BI0100001119 |
| 8.01 | 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) | - | P.CUM | 4,330 | - | BI01010001010000000000000515BI0100001120 |
| 9.01 | Centring and shuttering with plywood or steel sheet upto two storiesor height upto 7.5 metre above plinth level including strutting,propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | - | p.sqm | 236.5 | - | BI01010001010000000000000515BI0100001121 |
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