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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-AOC CHIRATHRA MANKUZHIKUDY VEMBANADU KERALA | KOTTAYAM | KERALA | 686102 | L1 | Accepted-AOC L1 | |
| 2 | L2₹24.5 L+₹83,018.89 (3.51%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹25.2 L+₹1.5 L (6.34%)Rejected-AOC THALIKAYIL HOUSE MILLUPADY POLINJIPALAM KALLARKUTTY P O PIN 685562 | IDUKKI | KERALA | 685562 | L3 | Rejected-AOC L3 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
22 Oct 2024, 2:00 pmClosed
EXECUTIVE ENGINEER
O/o Executive Engineer, PWD Buildings Division, Idukki
DEPOSIT- CONSTRUCTION OF PROTECTION WALL FOR GOVT HIGHER SECONDARY SCHOOL VATTAVADA-Works-General Civil Work
2024_PWD_696827_1
12/EE/BL/IDK/2024-25
Open Tender
Civil Works - Buildings
Item Rate
365 days
Vattavada
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
28 Nov 2024
15 Oct 2024
24 Oct 2024
15 Oct 2024
22 Oct 2024
15 Oct 2024
Amount
PROTECTION WALL
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 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
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 : 8 graded stone aggregate 40 nominal size)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
OD11142/2024-2025: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 not payable separately. All work up to plinth level
OD11143/2024-2025: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 not payable separately. All work above plinth level up to floor V level
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
50.18.9.9.2:Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
OD11370/2024-2025:Assembling, jointing and laying of synthetic non woven water permeable Geo-textile at the rear side of retaining wall in between gravel filter media and earth as per the specification & drawing.
OD11374/2024-2025:Supplying, filling, spreading and levelling stone boulders of size range 5cm to 20cm in filter media in the required thickness for all leads and lifts etc. all complete as per the direction of Engineer-in-charge.
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade
SARAVANAKUMAR S
Manu Mohanan
Bidder Name
Eldho Abraham
SARAVANAKUMAR S
Manu Mohanan
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1086688.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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