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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹22.6 LAdmitted-Finance | +0.00% | ₹22.6 L | L1 | Admitted-Finance |
| 2 | L2₹23.8 L+₹1.1 L (5.00%)Admitted-Finance | +5.00% | ₹23.8 L+₹1.1 L (5.00%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical All required document are not submitted |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical All required document are not submitted |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical All required document are not submitted |
Tender Value
₹22.6 L
EMD Value
₹20,000
Closing Date
6 May 2026, 6:00 pmClosed
SINNAR MUNICIPAL COUNCIL, SINNAR
SINNAR MUNICIPAL COUNCIL, SINNAR
PROPOSED CONSTRUCTION OF CONCRETE ROAD FROM VYAPARI BANK TO CHANDAK BUNGALOW AT SINNAR FOR SINNAR MUNICIPAL COUNCIL, SINNAR
2026_DMA_1297378_1
SMC/CIVIL/RE/vyapari bank to chandak/2025-26
Open Tender
Civil Works
Percentage
180 days
SINNAR MUNICIPAL COUNCIL, SINNAR
As Per Tender Documents
2 documents required · 2 mandatory
₹2,000
₹20,000
3 Aug 2026
23 Apr 2026
7 May 2026
23 Apr 2026
6 May 2026
23 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 |
|---|---|---|---|---|---|
| 1 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2.11 | - | Cubic Metre | - | - |
| 2 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.21.38 | - | Cubic Metre | 0.6 | - |
| 3 | Providing and laying in situ cement concrete of 1:4:8 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )11.04 | - | Cubic Metre | 0.6 | - |
| 4 | Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt)11.25 | - | Cubic Metre | 0.6 | - |
| 5 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Item no 26.33 Bd.F.17, Page No. 306 | - | MT | 0.8 | - |
| 6 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. 14.33 | - | Square Metre | 0.6 | - |
| 7 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. 2.29a | - | Cubic Metre | - | - |
| 8 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete.2.30 | - | Cubic Metre | 0.4 | - |
| 9 | (M)Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.2.31 | - | Square Metre | 1 | - |
| 10 | Finishing upto 225 mm thick cement concrete laid to proper level and slope including compacting finishing with tremix treatment for paving slab with compaction by screed vibrator , removing excess water from the cement concrete by tremix vaccum dewatering system , finishing the surface with floater and trowel including all etc. complete as directed 54.15 | - | Square Metre | 0.6 | - |
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