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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹8.9 L+₹80,032.84 (9.94%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | np constructions L1 | E.K.Abdulsalam L2 |
|---|---|---|---|---|---|
| 1.00Side protection | |||||
| 1.00 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 19.32 | CUM | 359.7 ₹6,949.4 Lowest | 394.9 ₹7,629.47 |
| 1.00 | 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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.6 | CUM | 8,569.1 ₹47,986.96 Lowest | 9,425.9 ₹52,785.04 |
| 1.00 | 4.1.3 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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 49.6 | CUM | 9,235.9 ₹4,58,100.64 Lowest | 10,158.5 ₹5,03,861.6 |
| 1.00 | 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 | 588.16 | KG | 112.4 ₹66,109.18 Lowest | 123.2 ₹72,461.31 |
| 1.00 | 4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 192 | SQM | 839.6 ₹1,61,203.2 Lowest | 922.9 ₹1,77,196.8 |
| 1.01 | 50.2.26.1 Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-incharge. | 48 | CUM | 445.7 ₹21,393.6 Lowest | 489.5 ₹23,496 |
| 1.01 | OD137802/2025-2026 Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m | 1 | NO | 5,497.9 ₹5,497.9 Lowest | 6,046.7 ₹6,046.7 |
| 1.01 | 51.2.3 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 42 | CUM | 909.5 ₹38,199 Lowest | 999.9 ₹41,995.8 |
| 2.01EXCLUSIVE OF GST | |||||
Tender Value
Refer Docs
EMD Value
₹20,140
Closing Date
26 Dec 2025, 4:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Palakkad LAC-2024-25- Construction of Kizhakkeppura Road Protection Wall in Mathoor GP, Palakkad District-General Civil Work
2025_KEL_822859_1
KRO/BDC/2272/2025
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,901
₹20,140
Yes
30 Dec 2025
19 Dec 2025
29 Dec 2025
19 Dec 2025
26 Dec 2025
19 Dec 2025
19 Dec 2025 - 26 Dec 2025
Amount
Side protection
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.3 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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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
4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
50.2.26.1 Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-incharge.
OD137802/2025-2026 Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m
51.2.3 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
EXCLUSIVE OF GST
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference
8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.)
E.K.Abdulsalam (BID ID -2447719)
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