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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-Finance | ₹10.9 L | L1 | Accepted-Finance Lowest |
Tender Value
₹12.9 L
EMD Value
₹12,900
Closing Date
31 Mar 2026, 6:00 pmClosed
CEO ZP THANE
CEO Office Z P Thane
Renovation of Well at Adiwali (dahivali) (nr sitya kor farm) Tal. Kalyan Dist.Thane
2026_THANE_1291107_1
E-TENDER NOTICE NO 03/EE/RWSD/ ZPTHANE/2025-26/MKSS 4th call
Open Tender
Civil Works
Kalyan
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹12,900
2 Jul 2026
29 Mar 2026
1 Apr 2026
29 Mar 2026
31 Mar 2026
29 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 |
|---|---|---|---|---|---|
| 1Item No.01)Dismantling carefully the existing structure of stone masonry in cement or lime morter, including sorting out serviceable materials and stacking the dismantled materilas within 50 metre lead neatly as directed etc complete. | |||||
| 2Item No 2): Excavation for fuondation in earth soil of all types of sand,gravel & soft murum including removing the excavated materials upto a distance of 10 M beyond the building area and lift up to 1.50 m stacking & sprading as directed including dewatering unless provided elsewhere,preparing the bed for the foundation & necessary backfilling ramming watering complete excluding shoring & struttingLift 0.00 to 1.50 M | |||||
| 3Item No 3): Excavation for fuondation in hard murum including removing the excavated materials upto a distance of 10 M beyond the building area and lift up to 1.50 m stacking & sprading as directed including dewatering unless provided elsewhere,preparing the bed for the foundation & necessary backfilling ramming watering complete excluding shoring & struttingLift 1.50 to 3.00 M (187+15) | |||||
| 4Item No 4): Excavation for fuondation in hard murum & boulders including removing the excavated materials upto a distance of 10 M beyond the building area and lift up to 4.50 m stacking & sprading as directed including dewatering unless provided elsewhere,preparing the bed for the foundation & necessary backfilling ramming watering complete excluding shoring & struttingLift 3.00 to 4.50 M ( 211+12 x2) | |||||
| 5Item No 5): Excavation for fuondation by blasting in soft rock old cement lime masinary foundation including removing the excavated materials upto a distance of 10 M beyond the building area and lift up to 4.50 m stacking & sprading as directed including dewatering unless provided elsewhere,preparing the bed for the foundation & necessary backfilling ramming watering complete excluding shoring & struttingLift 4.50 to 6.00 M (629+28 x3) | |||||
| 6Item No6) Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc.complete by all means. Lift 6.00 to 7.50 M (831+28 x4) | |||||
| 7Lift 7.50 to 9.00 M (831+28 x5) | |||||
| 8Lift 9.00 to 10.00 M (831+28 x 6) | |||||
| 9Item No 07): Providing & laying in situ cc in prop.1:2:4 of trap metal for foundation etc complete.PCC 1:2:4 | |||||
| 10Item No 08): Providing & casting in situ cement concrete M-250 of trap metal of RCC beams & lintels as per detailed drawing & designs or as dericted,including centring formwork,compacting,roughting the surfacr if specials finish is to be provided & curing (Excluding stell reinforcement ) RCC beam and Lintel M250 | |||||
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