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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.1 LAdmitted-Finance | -27.77% | ₹14.1 L | L1 | Admitted-Finance |
| 2 | L2₹14.7 L+₹54,304.96 (3.85%)Admitted-Finance 43 228 5 OM VILLA GOPAL NAGAR CHIRAHULA HUZUR REWA REWA M P | REWA | REWA | MADHYA PRADESH | -24.99% | ₹14.7 L+₹54,304.96 (3.85%) | L2 | Admitted-Finance |
| 3 | L3₹15.6 L+₹1.5 L (10.8%)Admitted-Finance | -19.99% | ₹15.6 L+₹1.5 L (10.8%) | L3 | Admitted-Finance |
| 4 | L4₹15.7 L+₹1.6 L (11.3%)Admitted-Finance KAUSALY KUNJ KORHAR ANANDPUR CAMP BIHTA PATNA 801103 | BIHTA | PATNA | BIHAR | 801103 | -19.58% | ₹15.7 L+₹1.6 L (11.3%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹19.5 L
EMD Value
₹39,060
Closing Date
13 Aug 2026, 5:00 pmClosed
Commissioner Municipal Council Sardarshahar
Commissioner Municipal Council Sardarshahar
CONSTRUCTION WORK OF CC ROAD CHOUCK AT BAHADUR SINGH CIRCLE WARD NO 15
2026_DLB_584722_10
ENIT_24_2026_27_SDSR
Open Tender
Civil Works
Percentage
365 days
Sardarshahar
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
As per NIT
₹39,060
Yes
18 Aug 2026
8 Aug 2026
14 Aug 2026
8 Aug 2026
13 Aug 2026
8 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 | 178.5 | - |
| 2 | 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 minimurn 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 all material, labour. machinery, lighting, guarding and maintenance of diversion. | - | Cum | 3,420 | - |
| 3 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | 236.5 | - |
| 4 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing
compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 | - | Cum | 5,790 | - |
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