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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹37.8 L+₹2.3 L (6.37%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical LID AND EW KUMILY GRAMA PANCHAYAT KUMILY | PATHANAMTHITTA | KERALA | 689694 | - | Rejected-Technical L3 Reject |
Tender Value
₹39.0 L
EMD Value
₹50,000
Closing Date
6 Jan 2023, 11:00 amClosed
Assistant Executive Engineer
Assistant Executive Engineer LSGD Division Idukki Painavu
Annual Plan-IDP/2022-23 Construction of toilet complex in Vagamon tourist centre in Elappara Grama Panchayath(SPILLOVER)- 345/23-General Civil Work
2022_LSGD_542749_5
08/AEE/LSGD/IDK/TENDER/22-23
Open Tender
Civil Works - Buildings
Item Rate
300 days
ELAPPARA
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
Yes
6 Feb 2023
24 Dec 2022
7 Jan 2023
24 Dec 2022
6 Jan 2023
24 Dec 2022
24 Dec 2022 - 6 Jan 2023
Amount
Construction of Toilet Complex
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
2.7.3: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.Hard rock (blasting prohibited)
OD279498/2022-2023:Supplying and fixing MS dowel bars size of 16 mm dia of 90 cm long (60cm in rock and 30 cm in concrete ) including drilling holes of 20 mm dia. to a depth of 30 cm in rock and filling the gap with cement grout (0.060 kg/ each) etc. complete as per the direction of Engineer in Charge
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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) : 3 graded stone aggregate 20 mm nominal size).
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
Santhosh.K.N
Sebastian
Bidder Name
Sebastian
Santhosh.K.N
P A SHAJI
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finance_791941.pdf
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