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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹30.3 LAdmitted-Finance | -29.99% | ₹30.3 L | L1 | Admitted-Finance |
| 2 | L2₹31.6 L+₹1.3 L (4.29%)Admitted-Finance | -26.99% | ₹31.6 L+₹1.3 L (4.29%) | L2 | Admitted-Finance |
| 3 | L3₹34.0 L+₹3.7 L (12.2%)Admitted-Finance | -21.46% | ₹34.0 L+₹3.7 L (12.2%) | L3 | Admitted-Finance |
| 4 | L4₹40.5 L+₹10.3 L (33.9%)Admitted-Finance 0 0 LATERI LATERI VIDISHA MADHYA PRADESH 464114 | VIDISHA | MADHYA PRADESH | 464114 | -6.25% | ₹40.5 L+₹10.3 L (33.9%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical 1849 JUGRAJPUR SACHENDI KANPUR KANPUR NAGAR UTTAR PRADESH 208023 UDYAM UP 43 0012110 | KANPUR NAGAR | UTTAR PRADESH | 208023 | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹43.2 L
EMD Value
₹86,492
Closing Date
30 Apr 2026, 6:00 pmClosed
Executive Officer
MUNICIPALOFFICE GHARSANA
Const. Work of Interloking Block road from house of Satpal Singh to near Sri Ram Public School Corner Ward no.11 Gharsana
2026_DLB_551774_15
NPGSN/NIRMAN/2026-27/38
Open Tender
Civil Works
Percentage
Gharsana
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
MUNICIPAL BOARD
₹86,492
Yes
4 Aug 2026
17 Apr 2026
1 May 2026
20 Apr 2026
30 Apr 2026
20 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 |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 1.01 | 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 | - | cum | - | - |
| - | Brick work with FPS bricks of class designation 75 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand) | - | CUM | - | - |
| - | 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) | - | cum | - | - |
| - | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :
1:4 (1 cement : 4 fine/ coarse sand) | - | SQM | - | - |
| - | Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming toIS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in concrete mixer, laid manualy,compacted with surface vibrator, finishing and curing complete asper clause 601, 112 of MoRT&H specification including all material,labour, machinery, lighting, guarding and maintenance of diversion. | - | CUM | - | - |
| - | 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 | - | Sqm | - | - |
| - | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | - | KG | - | - |
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