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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC NANDHANATH HOUSE ARIYALLUR P O VALLIKKUNNU MALAPPURAM 676312 | VALLIKKUNNU | MALAPPURAM | KERALA | 676312 | ₹6.3 L Quoted ₹6.5 L | L1 | Accepted-AOC L1 Bidder |
| 2 | Rejected-Technical KALLEMAKKAL HOUSE AMAYANNUR P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | - | - | Rejected-Technical REJECT |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECT |
| Sl No | Description | Qty | Unit | AKHIL .N L1 |
|---|---|---|---|---|
| 1.00 | 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 | 100 | SQM | 30.95 ₹3,095 |
| 2.00 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
All kinds of soil | 105 | CUM | 383.72 ₹40,290.60 |
| 3.00 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 25 | CUM | 1,237.82 ₹30,945.50 |
| 4.00 | 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 : 4 graded stone aggregate 20 mm nominal size) | 3.2 | CUM | 8,689.5 ₹27,806.40 |
| 5.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.
All work upto plinth level | 13.76 | CUM | 10,830.93 ₹1.5 L |
| 6.00 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
Thermo - Mechanically Treated bars of grade Fe-500D or more | 1,376.3 | KG | 121.3 ₹1.7 L |
| 7.00 | Centering and shuttering including strutting, etc. and removal of form for:
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 122 | SQM | 346.59 ₹42,283.98 |
| 8.00 | 12 mm cement plaster of mix:
1:4 ( 1 cement : 4 fine sand) | 118.4 | SQM | 309.46 ₹36,640.06 |
| 9.00 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.
For vertical surface two coats @0.70 kg per sqm | 56.96 | SQM | 2,042.4 ₹1.2 L |
| 10.00 | Filling available excavated 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. | 63.2 | CUM | 433.24 ₹27,380.77 |
Tender Value
₹6.8 L
EMD Value
₹6,800
Closing Date
10 Nov 2025, 1:05 pmClosed
DAIRY MANAGER
DAIRY MANAGER MILMA KOTTAYAM VADAVATHOOR
RE E TENDER FOR CONSTRUCTION OF ETP COLLECTION TANK
2025_KCMMF_808548_2
KD/ENGG/523/25-26/6733
Open Tender
Civil Works - Others
30 days
MILMA KOTTAYAM
Please refer Tender documents.
2 documents required · 2 mandatory
₹750
₹6,800
14 Mar 2026
31 Oct 2025
11 Nov 2025
31 Oct 2025
10 Nov 2025
31 Oct 2025
31 Oct 2025 - 10 Nov 2025
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