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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.6 LAdmitted-Finance | L1 | Admitted-Finance |
Tender Value
₹11.4 L
EMD Value
₹22,860
Closing Date
13 Aug 2026, 6:00 pmClosed
Commissioner
Municipal Council Deeg
Construction of CC road and drain from Mukesh Dubey house to Hariom Sharma house, Ward No. 12
2026_DLB_581383_2
Enit 07 Nirman 2026-27
Open Tender
Civil Works
Percentage
15 days
deeg
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
commissioner
₹22,860
Yes
28 Sept 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
13 Aug 2026
3 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) | - | CUM | 184.5 | - |
| 2 | Providing, laying, spreading and compacting of granular sub-base byproviding close graded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site, spreading in uniformlayers with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete asper MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - III Material | - | CUM | 1,360 | - |
| 3 | Providing laying, spreading and compacting stone aggregates of
specific sizes as per Table 400-7 to Water Bound Macadam
specification including spreading in uniform thickness; hand packing,rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table
400-8) binding materials to fill up the interstices of coarse
aggregates, watering (with water browser) and compacting to
required density, making necessary earthen bund to protect edges
as per clause 404 of MoRT&H specification including all material,
labour, machinery, lighting, guarding and maintenance of diversion
complete.Crusher broken - Grade-III (53-22.4mm) | - | CUM | 1,897 | - |
| 4 | Providing and laying rolled cement concrete mix of M-10 base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve the designed flexural strength, finishing and curing complete as per clause 603,112 of MoRT&H specification including allmaterial labour,machinery, lighting, guarding and maintenance of diversion. | - | CUM | 3,420 | - |
| 5 | Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | - | CUM | 236.5 | - |
| 6 | Providing and laying un-reinforced, plain cement concrete mix withConcrete Mixer & vibrator pavement over a prepared sub base with43 grade cement , coarse and fine aggregate conforming to IS: 383,maximum size of coarse aggregate not exceeding 25mm, mixed asper approved mix design, laid, spread, compacted and finished in acontinuous operation including provision of contraction, expansion,
construction and longitudinal joints etc including all material, labour,machinery, lighting, guarding and maintenance of diversion. PCC M-20 | - | CUM | 5,650 | - |
| 7 | 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 | 229.5 | - |
| 8 | Brick work with FPS bricks of class designation 75 in foundation
and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | CUM | 5,400 | - |
| 9 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand) | - | SQM | 315.5 | - |
| 10 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Red sand stone | - | SQM | 1,229 | - |
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