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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC NEDUMKANDAM GP | PATHANAMTHITTA | KERALA | 689694 | ₹5.9 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | BENNY JOHN L1 |
|---|---|---|---|---|
| 1.00green wally | ||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 64 | sqm | 18.19 ₹1,164.16 |
| 1.00 | OD372724/2025-2026:Earthwork open well excavation (above water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and
depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1089 & 1092 (kwa -100.3.5.1)-for initial depth up to 1.5 | 18.84 | cum | 578.9 ₹10,906.48 |
| 1.00 | OD372725/2025-2026:Earthwork open well excavation (above water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and
depositing the spoil within initial lead of 50m and lift from 1.5 m to 3m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1089 & 1092 (kwa -100.3.5.2)- | 18.84 | cum | 636.8 ₹11,997.31 |
| 1.00 | OD372726/2025-2026:Earthwork open well excavation for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and
depositing the spoil within initial lead of 50m and lift from 3 m to 4.5 m including neat banking.
NEW DATA (Prepared based on PHED SDB - Item No.1089 & 1092 (kwa -100.3.5.3)- | 18.84 | cum | 694.7 ₹13,088.15 |
| 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 | 65 | hour | 345.5 ₹22,457.50 |
| 1.01 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 113.04 | sqm | 308.9 ₹34,918.06 |
| 1.01 | 50.5.7:Reinforced cement concrete work in well-staining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1. 5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 18.38 | cum | 9,847.37 ₹1.8 L |
| 1.01 | 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 | 1,470.72 | kilogram | 112.4 ₹1.7 L |
| 1.01 | OD372764/2025-2026:DR PACKING UNDER FOUNDATION-Dry stone packing under foundation with good quality blasted rubble including xconveyance of material and labour charges etc, complete as per the direction of engineer in charge | 5.65 | cum | 2,967.19 ₹16,770.56 |
Tender Value
₹5.9 L
EMD Value
₹14,762
Closing Date
17 Jan 2026, 10:00 amClosed
AE LSGD SECTION,KATTAPPANA MUNCIPALITY
OFFICE OF ASSISSTANT ENGINEER ,LSGD SECTION,KATTAPPANA MUNCIPALITY
Retender 655/26- Kattappana municipality-Kanakkalipadi -hilltop DWS-General Civil Work
2026_LSGD_826647_2
08/2025/AE/LIDEW/KTPMCP
Open Tender
Civil Works - Buildings
KATTAPPANA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,762
Yes
18 Apr 2026
9 Jan 2026
17 Jan 2026
9 Jan 2026
17 Jan 2026
9 Jan 2026
green wally
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
OD372724/2025-2026:Earthwork open well excavation (above water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1089 & 1092 (kwa -100.3.5.1)-for initial depth up to 1.5
OD372725/2025-2026:Earthwork open well excavation (above water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.5 m to 3m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1089 & 1092 (kwa -100.3.5.2)-
OD372726/2025-2026:Earthwork open well excavation for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 3 m to 4.5 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1089 & 1092 (kwa -100.3.5.3)-
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
50.5.7:Reinforced cement concrete work in well-staining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1. 5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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
OD372764/2025-2026:DR PACKING UNDER FOUNDATION-Dry stone packing under foundation with good quality blasted rubble including xconveyance of material and labour charges etc, complete as per the direction of engineer in charge
23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges
23.6:Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
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)
50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
10.16.1: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.Hot finished welded type tubes
OD372737/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.350 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
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)
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
OD295286/2025-2026:Providing and fixing name board as per the requirement
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