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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.7 LAccepted-AOC | 1 | Accepted-AOC Lowest |
| Sl No | Description | Qty | Unit | PRADEESH C L1 |
|---|---|---|---|---|
| 1.00Well maintanance | ||||
| 1.00 | 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 | 10 | hour | 338.45 ₹3,384.5 Lowest |
| 1.00 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 59.82 | sqm | 302.62 ₹18,102.73 Lowest |
| 1.00 | 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) | 1.25 | cum | 9,645.49 ₹12,037.57 Lowest |
| 1.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 37.44 | kilogram | 110.12 ₹4,122.89 Lowest |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 3.81 | cum | 714.43 ₹2,725.55 Lowest |
| 1.01 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 3.84 | cum | 252.34 ₹968.99 Lowest |
| 1.01 | 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 | 8.66 | cum | 6,691.1 ₹57,931.54 Lowest |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.24 | cum | 9,046.63 ₹11,254.01 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 60.78 | sqm | 362.17 ₹22,013.78 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,234
Closing Date
7 Feb 2026, 6:00 pmClosed
Assistant Engineer
LID and EW Kanjirapuzha GP
KANJIRAPUZHA GRAMAPANCHAYATH-2025-26 PRO.NO.49/26- PALAMPATTA PUBLIC WELL RENOVATION WARD 14
2025_LSGD_822131_23
06 /25-26/AE/LIDEW/KPGP
Open Tender
Civil Works - Water Works
Item Rate
180 days
Kanjirapuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹4,234
Yes
29 Mar 2026
31 Jan 2026
9 Feb 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
Well maintanance
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
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
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)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
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
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD283078/2025-2026:Coolie
51.18.12.6:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 50 mm nominal dia
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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