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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.2 LAdmitted-Finance 00 PRAKASH CO SHIV BLOCK COLONY BABUGARH VIKAS NAGAR DEHRADUN UTTARAKHAND 248198 | DEHRADUN | UTTARAKHAND | 248198 | -22.38% | ₹7.2 L | L1 | Admitted-Finance |
| 2 | L2₹7.2 L+₹4,151.55 (0.58%)Admitted-Finance 134 BIRKALWA BABAIN BABAIN KURUKSHETRA HARYANA 136156 | KURUKSHETRA | HARYANA | 136156 | -21.93% | ₹7.2 L+₹4,151.55 (0.58%) | L2 | Admitted-Finance |
| 3 | L3₹7.7 L+₹53,785.60 (7.51%)Admitted-Finance | -16.55% | ₹7.7 L+₹53,785.60 (7.51%) | L3 | Admitted-Finance |
| 4 | L4₹9.0 L+₹1.9 L (26.2%)Admitted-Finance | -2.03% | ₹9.0 L+₹1.9 L (26.2%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹9.2 L
EMD Value
₹18,460
Closing Date
29 Jun 2026, 6:00 pmClosed
Commissioner
Municipal Council Deeg
Construction of CC road from Cama Road Chhah Mora to Rekha Rani house
2026_DLB_570100_1
enit04 Nirman 2026-27
Open Tender
Civil Works
Percentage
15 days
deeg
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
commissioner
₹18,460
Yes
2 Jul 2026
22 Jun 2026
30 Jun 2026
22 Jun 2026
29 Jun 2026
22 Jun 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 (Table 400-1), spreading in uniformlayers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with vibratory roller
to achieve the desired density, complete as per MoRT&Hspecification clause - 401 including all material, labour, machinery,lighting, guarding and maintenance of diversion..Grading - III Material | - | CUM | 1,157 | - |
| 3 | 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 | - |
| 4 | 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 | - |
| 5 | 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 | - |
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