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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | ₹6.2 L | L1 | Accepted-AOC first bidder |
| 2 | L2₹6.5 LRejected-AOC | ₹6.5 L | L2 | Rejected-AOC second bidder |
| Sl No | Description | Qty | Unit | SURESH KUMAR A L1 | M/s Issac and Son Ventures Pvt. Ltd. L2 |
|---|---|---|---|---|---|
| 1.001 APPENDIX-A- pipe line | |||||
| 1.00 | 2.10.1.2:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
All kinds of soilPipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia | 225 | metre | 493.03 ₹1.1 L | 517.11 ₹1.2 L |
| 1.00 | OD11201/2025-2026:Supplying and fixing PVC pipe 200mm 6kg/cm2-indwith all cost of materials, labour charges, cost of fittings, conveyance etc as per the directions of departmental officers at site. | 225 | metre | 1,003.32 ₹2.3 L | 1,052.32 ₹2.4 L |
| 1.00 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 55.8 | cum | 242.69 ₹13,542.10 | 254.54 ₹14,203.33 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 51.34 | cum | 3,761.84 ₹1.9 L | 3,945.54 ₹2.0 L |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.25 | cum | 7,859.57 ₹17,684.03 | 8,243.37 ₹18,547.58 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3.75 | sqm | 363.76 ₹1,364.10 | 381.53 ₹1,430.74 |
| 1.01 | 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) | 1.84 | cum | 8,700.28 ₹15,991.11 | 9,125.14 ₹16,772.01 |
| 1.01 | 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 | 85.75 | kilogram | 105.91 ₹9,081.78 | 111.08 ₹9,525.11 |
| 1.01 | OD15050/2025-2026:Engaging man mazdoor for various works to execute the work as per the directions of department officers at site | 7 | each | 1,019.41 ₹7,135.87 | 1,069.19 ₹7,484.33 |
Tender Value
₹6.6 L
EMD Value
₹16,508
Closing Date
13 Feb 2026, 4:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer,MI Sub division,Chittur
GENERAL-AMC 2025-26 -Karadipara-Annual maintanance to Karadippara LIS including repair and renovation of distribution network system in Kozhinjampara Grama panchayath in Palakkad district.-General Civil Work
2026_Irrig_833744_1
IRR/IA/TR/3770/2025_5_1_1/1
Open Tender
Civil Works - Others
365 days
Kozhinjampara Grama panchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,460
₹16,508
6 Mar 2026
5 Feb 2026
17 Feb 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
5 Feb 2026 - 9 Feb 2026
1 APPENDIX-A- pipe line
2.10.1.2:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soilPipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
OD11201/2025-2026:Supplying and fixing PVC pipe 200mm 6kg/cm2-indwith all cost of materials, labour charges, cost of fittings, conveyance etc as per the directions of departmental officers at site.
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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
OD15050/2025-2026:Engaging man mazdoor for various works to execute the work as per the directions of department officers at site
18.31.4.1:Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately): 200 mm diameterClass I
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