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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | ₹8.4 L | L1 | Accepted-AOC AGMT EXE |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | KODUVALLY BLOCK MULTI ENGINEERING LABOUR CONTRACT CO OPERATIVE SOCIETY L3 | SHIHABUDHEEN V T L2 | ABDUL HAKKEEM V P L1 |
|---|---|---|---|---|---|---|
| 1.00Well Construction | ||||||
| 1.00 | 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 | 79.48 | cum | 260.77 ₹20,726.26 | 234.26 ₹18,619.22 | 350 ₹27,818.35 |
| 1.00 | OD278403/2025-2026:Extra for open well excavation for all class of soil for first depth | 23.84 | cum | 265.23 ₹6,324.14 | 240.68 ₹5,738.77 | 180 ₹4,291.92 |
| 1.00 | OD278404/2025-2026:Extra for open well excavation in all class of soil for second depth. | 23.84 | cum | 397.84 ₹9,486.10 | 361.02 ₹8,608.16 | 240 ₹5,722.56 |
| 1.00 | OD278402/2025-2026:Extra for open well excavation in all class of soil for third depth | 7.95 | cum | 530.46 ₹4,216.10 | 481.36 ₹3,825.85 | 290 ₹2,304.92 |
| 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 | 18 | hour | 349.76 ₹6,295.68 | 317.39 ₹5,713.02 | 390 ₹7,020 |
| 1.01 | 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) | 18.57 | cum | 9,967.59 ₹1.9 L | 9,045 ₹1.7 L | 9,500 ₹1.8 L |
| 1.01 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 173.95 | sqm | 312.74 ₹54,399.87 | 283.79 ₹49,364.14 | 735 ₹1.3 L |
| 1.01 | 5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire | 1,645.2 | kilogram | 111.08 ₹1.8 L | 100.8 ₹1.7 L | 87 ₹1.4 L |
| 1.01 | OD278405/2025-2026:Stacking and laying different sizes of screening material of sizes varying from 11.2 mm to 4.75mm nominal size as vertical filter media and compacting with proper method ( Modification of DAR 16.3.7) . | 28.26 | cum | 4,578.17 ₹1.3 L | 4,154.42 ₹1.2 L | 1,400 ₹39,564 |
Tender Value
₹8.5 L
EMD Value
₹21,178
Closing Date
20 Jan 2026, 6:00 pmClosed
Assistant Engineer
O/O AE, Koduvally Muncipality
Please refer Tender documents.
2026_LSGD_826984_1
KDLYMCP/LSGD/AE/ET10(12)/25-26
Open Tender
Civil Works - Others
180 days
KODUVALLY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,178
Yes
1 Apr 2026
13 Jan 2026
22 Jan 2026
13 Jan 2026
20 Jan 2026
13 Jan 2026
Well Construction
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
OD278403/2025-2026:Extra for open well excavation for all class of soil for first depth
OD278404/2025-2026:Extra for open well excavation in all class of soil for second depth.
OD278402/2025-2026:Extra for open well excavation in all class of soil for third depth
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
5.7: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)
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire
OD278405/2025-2026:Stacking and laying different sizes of screening material of sizes varying from 11.2 mm to 4.75mm nominal size as vertical filter media and compacting with proper method ( Modification of DAR 16.3.7) .
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
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
50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
10.5.2:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece
Pumping & Distributing pipes
OD278410/2025-2026:Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Pipes, cables etc., not exceeding 80 mm dia.
OD278409/2025-2026:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 10 Kgf/ cm2 (MODIFIED 50.18.9.8.1 without trenching & Refilling )
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