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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | ₹12.4 L | L1 | Accepted-AOC accepted |
| 2 | L2₹12.5 L+₹8,070.39 (0.65%)Rejected-AOC MU PO KURUL TA ALIBAG DIST RAIGAD | KURUL | RAIGAD | MAHARASHTRA | ₹12.5 L+₹8,070.39 (0.65%) | L2 | Rejected-AOC rejected |
| 3 | L3₹12.7 L+₹25,343.85 (2.04%)Rejected-AOC | ₹12.7 L+₹25,343.85 (2.04%) | L3 | Rejected-AOC rejected |
| 4 | L4₹13.1 L+₹68,527.52 (5.52%)Rejected-AOC | ₹13.1 L+₹68,527.52 (5.52%) | L4 | Rejected-AOC rejected |
Tender Value
₹14.2 L
Closing Date
13 Mar 2026, 5:00 pmClosed
Executive Engineer (RWS), kunthebag, alibag tal-
Executive Engineer (RWS), kunthebag, alibag tal- alibag dist- raigad
Construction Of RCC Well at Bopoli Waghjai ,G.P.Tadwagle, Tal.Alibag 2nd call
2026_RAIGA_1284777_1
RAIGAD/RWSS/124/2025-26
Open Tender
Civil Works - Water Works
Percentage
180 days
at Bopoli Waghjai, G.P.Tadwagle, Tal.Alibag
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
Exempted
13 Apr 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
13 Mar 2026
9 Mar 2026
Item No.1 :- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
Lift 1.50 M to 3.00 m
Item No. 2:- Excavation for foundation / pipe trenches by all means in soft rock and old cement and lime masonry foundation asphalt road ncluding removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by ngineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 3.00 M to 4.50 m
Lift 4.50 M to 6.00 m
Item No. 3:- Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete.Lift 6 M to 7.50 m
Lift 7.50 M to 8.50 m
Item No.4:- Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation etc. complete
Item No.5:- Providing & costing in constructing in situ. C.C of trap graniteR.C.C. M-250grade chajjas/ paropels/ qurtain boalls/ partition wall / pardies etc. Beam
vertical wall
Item No. 6 :- Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes etc complete Tor steel for Well
Item no.7: - Providing & laying weep holes of 100 mm AC/PVC pipe as per drawing for abutment returns, return walls etc. complete.
ItemNo.8- Dewatering the excavatyed trenches and pools of water by using pumps and other devices etc complete.
Itemno:9- Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete.
IItemno:10 -Providing and fixing in position CI Dapuri Steps or 22 mm dia. M.S. bar steps with proper anchorage,etc. and providing and applying 3 coats of antocorrosive paint etc.compete. As directed by Engineers in Charge.
Item No.11 - - Providing and fixing board displaying information ,such as'Nameofwork,Tendercost,NameofContractor,Workcompletionandliabilityperiodetc',havingrectangularshapeof1.20mx0.90msizemadeout18gauge(1.25mm)thickmildsteelsheetpaintedwithonecoatofZincchromatestovingprimerandtwocoatsofenamelpaintonfrontsideandgreystoveenamelonbacksideandborder/messages/symbolsetc.withapprovedcolourshadepaintcomplete,onM.S.angleofsize35x35x3mmframewithproperlycrossbracedM.S.anglesofsize35mmx35mmx3mmdulypaintedincludingTwoM.S.angleironpostsofsize65mmx65mmx6mm,3.65mlongpaintedwithalternateblackandwhitebandsof25cmwidthincludingallfixturesetc.andfixingtheboardsin1:4:8concreteblockofsize60cmx60cmx75cmincluding,excavation,refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
Item no.12 - Compressive Strength OF C.C. Cube (Set of 3 cubes).
Royalty charges
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