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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Finance | -41.51% | ₹3.3 L | L1 | Admitted-Finance |
| 2 | L2₹3.6 L+₹25,508.86 (7.71%)Admitted-Finance | -37.00% | ₹3.6 L+₹25,508.86 (7.71%) | L2 | Admitted-Finance |
| 3 | L3₹3.6 L+₹31,108.37 (9.40%)Admitted-Finance | -36.01% | ₹3.6 L+₹31,108.37 (9.40%) | L3 | Admitted-Finance |
| 4 | L4₹3.7 L+₹42,477.07 (12.8%)Admitted-Finance | -34.00% | ₹3.7 L+₹42,477.07 (12.8%) | L4 | Admitted-Finance |
| 5 | L5₹4.0 L+₹65,101.34 (19.7%)Admitted-Finance | -30.00% | ₹4.0 L+₹65,101.34 (19.7%) | L5 | Admitted-Finance |
Tender Value
₹5.7 L
EMD Value
₹11,320
Closing Date
12 Aug 2026, 3:00 pmClosed
EXECUTIVE OFFICER
MUNICIPAL BOARD PIPAR CITY
Construction of pavor block in front of rampol khejdla road pipar city
2026_DLB_581952_1
NIT NPPC 4909 DATE 03.08.2026
Open Tender
Civil Works
Percentage
90 days
PIPAR CITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO PIPAR CITY / MDRISL
₹11,320
Yes
18 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
12 Aug 2026
4 Aug 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 |
|---|---|---|---|---|---|
| 1 | 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 | 97.2 | Cum | 229.5 | ₹22,307.4 |
| 2 | 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 | 48.6 | Cum | 2,955 | ₹1,43,613 |
| 3 | Providing and fixing of precast concrete interlocking tiles of desiredshape of M 30 grade manufactured from fully computerizedautomatic stationery hydraulic vibrio pressed machine and fullycomputerized 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 | 486 | Sqm | 792 | ₹3,84,912 |
| 4 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: 1 Km | 97.2 | Cum | 152 | ₹14,774.4 |
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