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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -34.40% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 CrAdmitted-Finance | -31.32% | ₹1.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance | -28.96% | ₹1.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.2 CrAdmitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | -27.27% | ₹1.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.7 CrAdmitted-Finance | +9.01% | ₹1.7 Cr | L5 | Admitted-Finance |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
4 May 2026, 6:00 pmClosed
Commissioner
Municipal Council Sikar
Construction Of Drain And Road Vandematram Chowk To Vrindawan City
2026_DLB_551755_14
2026-27ENIB04
Open Tender
Civil Works
180 days
Municipal Council Sikar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Commissioner, MDRISL
₹3.2 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 Drain And Road Vandematram Chowk To Vrindawan City | ||||||
| 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 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.
In all type of soil | - | P.CUM | - | - | BI01010001010000000000000515BI0100001114 |
| 3.01 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Stone, boulders, gravelly material(Taken Lead UP to 2kms) | - | p.cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4.01 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | P.CUM | - | - | BI01010001010000000000000515BI0100001116 |
| 5.01 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.
PCC M-20 | - | P.CUM | - | - | BI01010001010000000000000515BI0100001117 |
| 6.01 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.80mm thick | - | p.sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 7.01 | 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 | - | - | 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 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 1500x600mm (125mm thick) for span 701 to 1200mm | - | p.sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9.01 | Raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast SFRC circular spacer of required height, re-fixing existing manhole cover frame and cover with cement sand mortar (1:3), including making good the damage, complete as directed by Engineer. | - | each | - | - | BI01010001010000000000000515BI0100001121 |
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