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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-Finance | ₹8.7 L | L1 | Accepted-Finance OK |
| 2 | L2₹9.4 LRejected-Finance | ₹9.4 L | L2 | Rejected-Finance OK |
| 3 | L3₹9.9 LRejected-Finance | ₹9.9 L | L3 | Rejected-Finance OK |
| 4 | L4₹10.0 LRejected-Finance | ₹10.0 L | L4 | Rejected-Finance OK |
Updated dates
Tender Value
₹9.8 L
EMD Value
₹9,769
Closing Date
3 Apr 2026, 5:45 pmClosed
Additional CEO Zilla Parishad Palghar
Additional CEO Zilla Parishad Palghar
Construction of cement nalla bandh at Govane Vayarpada Taluka - Dahanu Dist- Palghar
2026_PALGH_1284384_1
EE/MI/PALGHAR/NIT8/2025-26
Open Tender
Civil Works
120 days
dhanu
Please refer Tender documents
7 documents required · 7 mandatory
₹2,360
₹9,769
7 May 2026
20 Mar 2026
6 Apr 2026
20 Mar 2026
3 Apr 2026
20 Mar 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 | Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to 1 km and all lifts as directed. R.A. | - | Per One cubic meter | 73.1 | - |
Excavation in all kinds of soil & Soft murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or formation of service road/embankment as directed R.A | 116.07 | Per One cubic meter | - | - | |
Excavation in hard rock of all toughness by chiseling including boulders above 0.6 m dia. (0.113 Cum) minimizing damage to slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and all lifts as directed. R.A. | - | Per One cubic meter | 54.28 | - | |
Excavation in soft rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain/catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead up to 15 m and all lifts as directed R.A. | 1 | Per One cubic meter | 70.6 | ₹70.53 | |
Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia. (0.113 Cum) minimizing damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, leveling bed etc., complete with lead up to 15 m and all lifts. | - | Per One cubic meter | 449.61 | - | |
Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jack hammer as directed to specified depth for consolidation / contact grouting including cost of all materials, machinery, labour, cleaning holes, ventilation, lightening, drainage and all other ancillary operations etc. complete. R.A. | - | Per One Running meter | 175.77 | - | |
Providing and laying in position and tying M.S. / HYSD / TMT bars for reinforcement of R.C.C. work as per detailed drawing etc. complete as directed including cutting, bending, binding and cost of binding wire etc. complete with all leads and lifts. R.A. | 0.28 | MT | 84,162.1 | ₹23,565.39 | |
Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed.
(B) M-15 (40 MSA) (Cement 5.20 bags/Cum). From Bed to Sill Level. R.A. | 47.4 | Per One cubic meter | 6,215.65 | ₹2,94,621.81 | |
Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed.
(B) M-15 (40 MSA) (Cement 5.20 bags/Cum). From Sill Level to TBL. R.A. | - | Per One cubic meter | 6,154.1 | - | |
Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed.
(B) M-15 (40 MSA) (Cement 5.20 bags/Cum). R.A. | - | Per One Running meter | - | - |
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