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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹6.5 L (4.70%)Rejected-AOC | ₹1.5 Cr+₹6.5 L (4.70%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr+₹10.4 L (7.49%)Rejected-AOC | ₹1.5 Cr+₹10.4 L (7.49%) | L3 | Rejected-AOC L3 |
| 4 | L4₹1.5 Cr+₹11.1 L (7.97%)Rejected-Finance | ₹1.5 Cr+₹11.1 L (7.97%) | L4 | Rejected-Finance FOURTH LOWEST |
| 5 | L5₹1.5 Cr+₹12.2 L (8.79%)Rejected-Finance | ₹1.5 Cr+₹12.2 L (8.79%) | L5 | Rejected-Finance FIFTH LOWEST |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
6 May 2023, 4:00 pmClosed
Additional Director of Soil Consevation
Office of the Director of Soil Survey and Soil Conservation,, Centre Plaza, Thiruvananthapuram
Side protection wall, Foot slab, Cross bund
2023_DSSC_572994_1
PG(4)405/2023/NIDA
Open Tender
Civil Works - Others
Item Rate
540 days
Kuttiattoor panchayat
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,515
₹50,000
1 Jun 2023
24 Apr 2023
8 May 2023
24 Apr 2023
6 May 2023
24 Apr 2023
24 Apr 2023 - 6 May 2023
Amount
CONSTRUCTION OF SIDE PROTECTION WALL USING LATERITE STONE -1.5M Height ( Type -A )- 1800 RM
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 (2.6.1)
od 603/2022-2023 Laterate roughly dressed stone of size 32x20x20 cm or nearest size laid dry pitching revetments etc including cost of all materials and labour charges etc complete
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
FOOT SLAB 5.00X1.60M SIZE - 5 NOS
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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
CROSS BUND -3 M SPAN -20 NOS
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 (2.6.1)
od 603/2022-2023 Laterate roughly dressed stone of size 32x20x20 cm or nearest size laid dry pitching revetments etc including cost of all materials and labour charges etc complete
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
K.T. DEVASIA
M MOHAMMADKUNHI
RENJULAL S
K T Ziyad
VIJESH. K
KODIKKANDY GROUP
VINOOP. E.V.
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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