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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC VADASSERIKKARA PO VADASSERIKKARA KERALA KL | PATHANAMTHITTA | KERALA | 689662 | ₹6.9 L | L1 | Accepted-AOC L1 |
Tender Value
₹6.9 L
EMD Value
₹17,339
Closing Date
13 Nov 2025, 2:00 pmClosed
ASSISTANTEXECUTIVEENGINEER
PWDBUILDINGSUBDIVISIONOFFICEPATHANAMTHITTA
DEPOSIT Construction of an open well at Government MRS compound Vadasseikkara GMRS 86 24 DPR Preparation Work GMRS Vadasserikkara
2025_PWD_818369_2
32/AEE/BL/PTA/2025-26
Open Tender
Civil Works - Buildings
120 days
PATHANAMTHITTA
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,530
Yes
₹17,339
Yes
12 Jan 2026
10 Nov 2025
15 Nov 2025
10 Nov 2025
13 Nov 2025
10 Nov 2025
Amount
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
OD39324/2025-2026:100.3.3.1.Earthwork in open well excavation (above water) for wells of diameter above 2.50 m and up to 3.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift upto 1.50 m including neat banking.
OD39325/2025-2026:100.3.3.2 Earthwork in open well excavation (above water) for wells of diameter above 2.50 m and up to 3.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 1.50 m to 3.00 m including neat banking (approved OD from KWA)
OD39344/2025-2026:100.3.3.3.Earthwork in open well excavation (above water) for wells of diameter above 2.50 m and up to 3.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and liftup to3.0 m to 4.50 m including neat banking .
OD39348/2025-2026:100.3.3.4.Earthwork in open well excavation (above water) for wells of diameter above 2.50 m and up to 3.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 4.50 m to 6.00 m including neat banking .
OD39349/2025-2026:100.3.3.5.Earthwork in open well excavation (above water) for wells of diameterabove 2.50 m and upto 3.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift up to 6.0 m to 7.50 m including neat banking .
OD39352/2025-2026:100.3.3.6.Earthwork in open well excavation (above water) for wells of diameter above 2.5 m and up to 3.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 7.50 m to 9.00 m including neat banking .
OD39356/2025-2026:100.3.3.7.Earthwork in open well excavation (above water) for wells of diameter above 2.5 m and upto 3.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50 m and lift from 9.00 m to 10.50 m including neat banking .
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD39377/2025-2026:Engaging coolie
5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources)
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
10.16.3:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD39509/2025-2026:Submersible pump 2HP including necessary delivery pipe etc
Bidder Name
mathew p.v
tech_eval.pdf
fin_eval.pdf
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