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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.4 LAdmitted-Finance | -44.91% | ₹5.4 L | L1 | Admitted-Finance |
| 2 | L2₹5.7 L+₹28,412.90 (5.28%)Admitted-Finance | -42.00% | ₹5.7 L+₹28,412.90 (5.28%) | L2 | Admitted-Finance |
| 3 | L3₹6.9 L+₹1.6 L (28.9%)Admitted-Finance | -29.00% | ₹6.9 L+₹1.6 L (28.9%) | L3 | Admitted-Finance |
| 4 | L4₹7.0 L+₹1.6 L (30.0%)Admitted-Finance | -28.36% | ₹7.0 L+₹1.6 L (30.0%) | L4 | Admitted-Finance |
| 5 | L5₹7.0 L+₹1.6 L (30.3%)Admitted-Finance | -28.21% | ₹7.0 L+₹1.6 L (30.3%) | L5 | Admitted-Finance |
Tender Value
₹9.8 L
EMD Value
₹19,540
Closing Date
12 Aug 2026, 3:00 pmClosed
EXECUTIVE OFFICER
MUNICIPAL BOARD PIPAR CITY
Construction of pavor block at bansilal ji house to ganpat ji house in pipar city
2026_DLB_582016_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
₹19,540
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 | 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) | 324 | Cum | 178.5 | ₹57,834 |
| 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 | 81 | Cum | 2,955 | ₹2,39,355 |
| 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. 60mm thick | 810 | Sqm | 718 | ₹5,81,580 |
| 4 | Stone work (machine cut edges) for wall lining etc. (veneer work)backing filled with a grout of 12mm thick cement mortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigmentmatching the stone shade : (To be secured to the backing by meansof cramps which shall be paid for separately) :Red sand stone - Exposed face machine cut and table rubbed with rough backing. 60mm | 44.8 | Sqm | 2,179 | ₹97,619.2 |
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