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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.3 LAdmitted-Finance NANDED | NANDED | MAHARASHTRA | 431601 | -25.25% | ₹12.3 L | L1 | Admitted-Finance |
| 2 | L2₹12.9 LAdmitted-Finance | -22.00% | ₹12.9 L | L2 | Admitted-Finance |
| 3 | L3₹13.0 LAdmitted-Finance | -21.16% | ₹13.0 L | L3 | Admitted-Finance |
| 4 | L4₹13.3 LAdmitted-Finance | -19.29% | ₹13.3 L | L4 | Admitted-Finance |
| 5 | L5₹13.4 LAdmitted-Finance | -18.90% | ₹13.4 L | L5 | Admitted-Finance |
Tender Value
₹16.5 L
EMD Value
₹32,980
Closing Date
22 Jun 2026, 6:00 pmClosed
municipal board sanchore
municipal board sanchore
Construction of cement concrete road dammar plant to savaram ke ghar se mala ram ke ghar tak nagar palika area sanchore
2026_DLB_565873_9
nit no 1365 date 08-06-2026 in nagar palika sanchore
Open Tender
Civil Works
municipal board sanchore
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
MDIRSL/ Executive Officer municipal board sanchore
₹32,980
Yes
25 Jun 2026
8 Jun 2026
23 Jun 2026
8 Jun 2026
22 Jun 2026
8 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material | - | CUM | 1,106 | - | BI01010001010000000000000515BI0100001115 |
| 3 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | CUM | 2,955 | - | BI01010001010000000000000515BI0100001116 |
| 4 | Providing and laying un-reinforced, 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 etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 | - | CUM | 5,650 | - | BI01010001010000000000000515BI0100001118 |
| 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. | - | SQM | 236 | - | BI01010001010000000000000515BI0100001129 |
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