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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC CHAVARANAL HOUSE UPPUKANDAM PO IDUKKI 685514 | IDUKKI | KERALA | 685514 | L1 | Accepted-AOC L1 ACCEPTED | |
| 2 | L2₹1.4 L+₹8,081.10 (6.15%)Accepted-AOC | L2 | Accepted-AOC L1 ACCEPTED |
| Sl No | Description | Qty | Unit | AFSAL K M L2 | Joseph Varkey L1 |
|---|---|---|---|---|---|
| 1.00Existing well Maintenance | |||||
| 1.00 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 32.78 | sqm | 342.06 ₹11,213.41 Lowest | 342.06 ₹11,213.41 Lowest |
| 1.00 | 22.7.1:Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-Charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-Charge over 20 mm thick layer of cement mortar of mix 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer - in- Charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 ( 1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer - in- Charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineer in Charge:With average thickness of 120 mm and minimum thickness at khurra as 65 mm | 27.86 | sqm | 1,881.49 ₹52,425.84 Lowest | 1,881.49 ₹52,425.84 Lowest |
| 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 | 12 | hour | 325.31 ₹3,903.72 Lowest | 325.31 ₹3,903.72 Lowest |
| 1.00 | OD511051/2024-2025:An RCC ring for a well with a 2.1m perimeter is a reinforced concrete structure designed to provide stability and prevent soil collapse. Typically, it has a thickness of 7 cm, a height of 45cm, and is durable enough to withstand external pressures and environmental conditions. | 9 | each | 8,000 ₹72,000 | 7,102.1 ₹63,918.9 Lowest |
Tender Value
₹1.2 L
EMD Value
₹3,001
Closing Date
21 Mar 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
lid and ew etr
ERATTAYAR GP 24 25 KURUMTHOTTAMPADY DWSS MAINTENANCE 2024 2025 ERATTAYAR GP Proj No283
2025_LSGD_750410_1
17 2024 AE LID EW ETR
Open Tender
Civil Works - Water Works
Item Rate
90 days
ERATTAYAR GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹3,001
Yes
1 Sept 2025
14 Mar 2025
22 Mar 2025
14 Mar 2025
21 Mar 2025
14 Mar 2025
Amount
Existing well Maintenance
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
22.7.1:Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-Charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-Charge over 20 mm thick layer of cement mortar of mix 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer - in- Charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 ( 1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer - in- Charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineer in Charge:With average thickness of 120 mm and minimum thickness at khurra as 65 mm
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
OD511051/2024-2025:An RCC ring for a well with a 2.1m perimeter is a reinforced concrete structure designed to provide stability and prevent soil collapse. Typically, it has a thickness of 7 cm, a height of 45cm, and is durable enough to withstand external pressures and environmental conditions.
AFSAL K M (BID ID -2166571)
Bidder Name
Joseph Varkey
AFSAL K M
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