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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC VETTAVAKKOTTU OTHERA WEST PO THIRUVALLA | ₹8.2 L | L1 | Accepted-AOC out of two bidders VG Jayan quoted the lowest amount |
| 2 | L2₹9.3 LRejected-AOC | ₹9.3 L | L2 | Rejected-AOC out of two bidders VG Jayan quoted the lowest amount |
| Sl No | Description | Qty | Unit | S MURALEEDHARAN ACHARI L2 | VG JAYAN L1 |
|---|---|---|---|---|---|
| 1.00Renovation of PIP Canal | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 769 | sqm | 20.09 ₹15,449.21 | 17.55 ₹13,495.95 |
| 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 | 75.48 | cum | 283.39 ₹21,390.28 | 248.61 ₹18,765.08 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 5.13 | cum | 1,709.87 ₹8,773.34 | 1,500.02 ₹7,696.60 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 9.64 | cum | 2,796 ₹26,959.03 | 2,453.03 ₹23,652.12 |
| 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) | 17.2 | cum | 9,177 ₹1.6 L | 8,051.46 ₹1.4 L |
| 1.01 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 6.75 | cum | 6,791 ₹45,832.46 | 5,958.23 ₹40,212.09 |
| 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) | 13.5 | cum | 10,158 ₹1.4 L | 8,912.71 ₹1.2 L |
| 1.01 | 13.2.1:15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand) | 723 | sqm | 468.6 ₹3.4 L | 411.09 ₹3.0 L |
| 1.01 | 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) | 14.62 | cum | 9,425.9 ₹1.4 L | 8,269.22 ₹1.2 L |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
21 Oct 2025, 5:00 pmClosed
executive engineer
executive engineer PIP Division Chengannur
GENERAL-Action plan 2025-26 Rectification- PIP LBC Rectification works to Mannar Distributary from ch 1700 to ch 1921 General Civil Work
2025_Irrig_809624_1
IRR/PII/TR/4527/2025_5_1_1/1
Open Tender
Civil Works - Canal
180 days
PIP Division Chengannur
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,185
Yes
28 Jan 2026
14 Oct 2025
24 Oct 2025
14 Oct 2025
21 Oct 2025
14 Oct 2025
14 Oct 2025 - 21 Oct 2025
Amount
Renovation of PIP Canal
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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)
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
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)
13.2.1:15 mm cement plaster on the rough side of single or half brick wall of mix:1:4 (1 cement :4 fine sand)
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)
5.2.2: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 derived from natural sources)
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
S MURALEEDHARAN ACHARI (BID ID -2402542)
Bidder Name
VG JAYAN
S MURALEEDHARAN ACHARI
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