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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.9 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹69.2 L+₹3.4 L (5.11%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹72.5 L+₹6.7 L (10.1%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | Not Admitted-Fee/PreQual/Technical SUPO KARIVADE TA SAWANTWADI DIST SINDHUDURG MAHARASHTRA | SAWANTWADI | SINDHUDURG | MAHARASHTRA | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹65.9 L
EMD Value
₹66,000
Closing Date
16 Jul 2026, 9:00 amClosed
Executive.Engineer.WD.Z.P.Sindhudurg
Executive.Engineer.WD.Z.P.Sindhudurg
Strenthening and Black Topping to Hodavada matond road ODR 59 tal Vengurla
2026_SINDH_1313912_3
SZP/WD/TENDER/OPN/07/26-27
Open Tender
Civil Works
Percentage
180 days
Vengurla
CLASS IV-A AND ABOVE
11 documents required · 11 mandatory
₹5,000
₹66,000
13 Oct 2026
2 Jul 2026
17 Jul 2026
2 Jul 2026
16 Jul 2026
2 Jul 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 | Item No. 1 - Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. | 112.5 | Cum | 417.25 | ₹46,940.63 |
| 2 | Item No. 2 - Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia and above. etc complete. | 45 | Rmt | 340.35 | ₹15,315.75 |
| 3 | Item No. 3 - Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means | 257.28 | Cum | 249.25 | ₹64,127.04 |
| 4 | Item No:-4:- Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m) By Manual Means | 55.19 | Cum | 454.55 | ₹25,086.61 |
| 5 | Item No. 5:- Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. | 56.91 | Cum | 2,672.3 | ₹1,52,080.59 |
| 6 | Item No:-6:- Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | 18.55 | Cum | 7,476.45 | ₹1,38,688.15 |
| 7 | Item No:-7:- Providing and laying in situ / ready mix controlled grade of M15 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) VSI sand crushed, excluding reinforcement) | 48.99 | Cum | 9,214.9 | ₹4,51,437.95 |
| 8 | tem No:-8:- Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand and Gravel ) | 46.58 | Cum | 2,916.35 | ₹1,35,843.58 |
| 9 | Item No. 9 - Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40Kilogrameach complete as per drawings and Technical specifications etc. complete. (boulder laid without wire crates) | 29.38 | Cum | 3,210.35 | ₹94,320.08 |
| 10 | Item No:-10: Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 310 | Hours | 220.7 | ₹68,417 |
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