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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.5 LAdmitted-Finance | -32.01% | ₹15.5 L | L1 | Admitted-Finance |
| 2 | L2₹16.6 L+₹1.1 L (6.90%)Admitted-Finance | -27.32% | ₹16.6 L+₹1.1 L (6.90%) | L2 | Admitted-Finance |
| 3 | L3₹17.3 L+₹1.8 L (11.4%)Admitted-Finance | -24.29% | ₹17.3 L+₹1.8 L (11.4%) | L3 | Admitted-Finance |
| 4 | L4₹18.0 L+₹2.5 L (15.9%)Admitted-Finance | -21.21% | ₹18.0 L+₹2.5 L (15.9%) | L4 | Admitted-Finance |
| 5 | L5₹19.4 L+₹3.9 L (25.0%)Admitted-Finance | -14.99% | ₹19.4 L+₹3.9 L (25.0%) | L5 | Admitted-Finance |
Tender Value
₹22.8 L
EMD Value
₹45,592
Closing Date
30 Apr 2026, 6:00 pmClosed
Executive Officer
MUNICIPALOFFICE GHARSANA
Construction Work of CC road from hospital road to indoor Stadium at Gharsana
2026_DLB_551774_10
NPGSN/NIRMAN/2026-27/38
Open Tender
Civil Works
Percentage
Gharsana
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
MUNICIPAL BOARD
₹45,592
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 | - | - |
| - | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. | - | Sqm | - | - |
| - | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.
40mm thick | - | 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 laying un-reinforced, dowel jointed, plain cementconcrete mix With Concrete Mixer & vibrator pavement over aprepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregatenot exceeding 25 mm, mixed as per approved mix design, laid,spread, compacted and finished in a continuous operation includingprovision of contraction, expansion, construction and longitudinaljoints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curingcompound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including allmaterial, labour, machinery, lighting, guarding and maintenance of diversion.
PCC M-20 | - | CUM | - | - |
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