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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹71.9 LAdmitted-Finance | -39.81% | ₹71.9 L | L1 | Admitted-Finance |
| 2 | L2₹74.0 LAdmitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | -38.11% | ₹74.0 L | L2 | Admitted-Finance |
| 3 | L3₹80.1 LAdmitted-Finance | -32.96% | ₹80.1 L | L3 | Admitted-Finance |
| 4 | L4₹80.7 LAdmitted-Finance NANDED | NANDED | MAHARASHTRA | 431601 | -32.51% | ₹80.7 L | L4 | Admitted-Finance |
| 5 | L5₹85.0 LAdmitted-Finance | -28.88% | ₹85.0 L | L5 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
4 May 2026, 6:00 pmClosed
Commissioner
Municipal Council Sikar
Constrcution of Road and Drain from Shakati Vila via Ramswaroop Ji Kuri house, Sitaram Ji House MB collection in Jaldhari Colony in Ward No. 51
2026_DLB_551755_9
2026-27ENIB04
Open Tender
Civil Works
180 days
Municipal Council Sikar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Commissioner, MDRISL
₹2.4 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 |
|---|---|---|---|---|---|---|
| 1Constrcution of Road and Drain from Shakati Vila via Ramswaroop Ji Kuri house, Sitaram Ji House MB collection in Jaldhari Colony in Ward No. 51 | ||||||
| 1.01 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.
Bituminous courses | - | P.CUM | - | - | BI01010001010000000000000515BI0100001113 |
| 2.01 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer.
Granular courses | - | P.CUM | - | - | BI01010001010000000000000515BI0100001114 |
| 3.01 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 4.01 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth | - | p.cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5.01 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 6.01 | 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
PCC M-20 | - | P.CUM | - | - | BI01010001010000000000000515BI0100001118 |
| 7.01 | 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 | - | BI01010001010000000000000515BI0100001119 |
| 8.01 | 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 :Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | - | p.sqm | 367 | - | BI01010001010000000000000515BI0100001120 |
| 9.01 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinth
level :
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) | - | p.cum | 5,510 | - | BI01010001010000000000000515BI0100001121 |
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