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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | ₹7.5 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹7.6 LRejected-AOC | ₹7.6 L | L2 | Rejected-AOC Accepted |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance PANAKALAHATTU VEEDU ECHAPPUKUZHI KUDAPPANAKKUNNU P O | KERALA | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Relevant documents found not correct |
| Sl No | Description | Qty | Unit | manoj.k L1 | MANUPRASAD L2 |
|---|---|---|---|---|---|
| 1.00Urgent Rectifcation of Damaged Canal portion | |||||
| 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 | 29.22 | cum | 353 ₹10,314.66 | 359 ₹10,489.98 |
| 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) | 46.14 | cum | 8,193 ₹3.8 L | 8,340 ₹3.8 L |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 34.32 | cum | 2,913 ₹99,974.16 | 2,967 ₹1.0 L |
| 1.00 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 3.98 | cum | 7,790 ₹31,019.78 | 7,932 ₹31,585.22 |
| 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. | 22.48 | sqm | 824 ₹18,526.82 | 838 ₹18,841.59 |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 4.27 | cum | 8,214 ₹35,090.21 | 8,363 ₹35,726.74 |
| 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) | 3.15 | cum | 9,069 ₹28,567.35 | 9,235 ₹29,090.25 |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 134.87 | sqm | 337 ₹45,449.84 | 343 ₹46,259.04 |
| 1.01 | OD41155/2025-2026:ENGAGING HYDRAULIC EXCAVATOR INCLUDING ALL HIRING CHARGES,DRIVER,FUEL,LUBRICANTS FOR REMOVING DEBRIS,WEEDS AND MAJOR OBSTRUCTIONS FROM CANAL BEDS,DROPS PRIOR AND DURING DISTRIBUTIONS,RAINS ETC | 10 | hour | 1,375 ₹13,750 | 1,400 ₹14,000 |
Tender Value
₹7.6 L
EMD Value
₹19,067
Closing Date
9 Feb 2026, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Irrigation Division Chittur
DR packing topped by RR masonry, cc 136 mix over a bed and wearing coat with haunch on both sides, 9mm plastering, hydraulic excavator is to be used for creating temporary road and access
2026_Irrig_831718_1
IRR/PI/TR/165/2026_5_1_1/1
Open Tender
Civil Works - Canal
90 days
chittur
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,685
₹19,067
Yes
12 Mar 2026
29 Jan 2026
11 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
30 Jan 2026 - 3 Feb 2026
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