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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.9 LAccepted-AOC AMRUTHA BHAVAN ANAPETTAKONGAL P O EDAMON KOLLAM | EDAMON | KOLLAM | KERALA | ₹68.9 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹69.9 L+₹1.0 L (1.49%)Rejected-AOC | ₹69.9 L+₹1.0 L (1.49%) | L2 | Rejected-AOC L2 Bidder |
| 3 | L3₹75.6 L+₹6.7 L (9.68%)Rejected-AOC | ₹75.6 L+₹6.7 L (9.68%) | L3 | Rejected-AOC L3 Bidder |
| 4 | L4₹76.2 L+₹7.3 L (10.6%)Rejected-AOC | ₹76.2 L+₹7.3 L (10.6%) | L4 | Rejected-AOC L4 Bidder |
| 5 | L5₹78.4 L+₹9.5 L (13.8%)Rejected-AOC HIMAHIRANS POCHAKONAM EZHUKONE PO KOLLAM | ₹78.4 L+₹9.5 L (13.8%) | L5 | Rejected-AOC L5 Bidder |
| Sl No | Description | Qty | Unit | K ANIL KUMAR L6 | PRAKASH D L8 | SANTHOSH KUMAR V.G L2 | Hiran mohan L5 | Johnson Sebastian L4 | SIMI ANZAR L3 | KOLLAM LCCS LTD NO Q 1004 L7 | S KRISHNA KUMAR L9 | AKHIL CHANDRAN L1 | BINU PILOT S L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A | |||||||||||||
| 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 | 1,005 | sqm | 17.64 ₹17,728.2 | 18.19 ₹18,280.95 | 15.01 ₹15,085.05 | 16.83 ₹16,914.15 | 17 ₹17,085 | 16 ₹16,080 | 18 ₹18,090 | 11 ₹11,055 Lowest | 18.1 ₹18,190.5 | 14 ₹14,070 |
| 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 | 132.13 | cum | 348.93 ₹46,104.82 | 359.7 ₹47,527.88 | 296.88 ₹39,227.35 | 332.74 ₹43,965.6 | 320 ₹42,282.24 | 323 ₹42,678.64 | 350 ₹46,246.2 | 251.94 ₹33,289.34 Lowest | 340 ₹44,924.88 | 280 ₹36,996.96 |
| 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) | 9.72 | cum | 8,312.14 ₹80,794 | 8,569.1 ₹83,291.65 | 7,072.11 ₹68,740.91 Lowest | 7,926.45 ₹77,045.09 | 8,000 ₹77,760 | 7,711 ₹74,950.92 | 8,349 ₹81,152.28 | 8,983.46 ₹87,319.23 | 8,200 ₹79,704 | 10,000 ₹97,200 |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 122.41 | cum | 9,665.01 ₹11,83,113.2 | 9,963.9 ₹12,19,700.93 | 8,223.23 ₹10,06,622.03 Lowest | 9,216.64 ₹11,28,227.34 | 9,100 ₹11,13,949.2 | 8,966 ₹10,97,545.99 | 9,707 ₹11,88,253.28 | 10,442.2 ₹12,78,250.59 | 9,100 ₹11,13,949.2 | 11,000 ₹13,46,532 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 961.65 | sqm | 374.57 ₹3,60,205.24 | 386.1 ₹3,71,293.07 | 318.7 ₹3,06,477.86 Lowest | 357.2 ₹3,43,501.38 | 350 ₹3,36,577.5 | 347 ₹3,33,692.55 | 377 ₹3,62,542.05 | 404.69 ₹3,89,170.14 | 350 ₹3,36,577.5 | 450 ₹4,32,742.5 |
| 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 | 9,180.9 | kilogram | 109.06 ₹10,01,268.95 | 112.43 ₹10,32,208.59 | 92.79 ₹8,51,895.71 | 104 ₹9,54,813.6 | 102 ₹9,36,451.8 | 101 ₹9,27,270.9 | 109.7 ₹10,07,144.73 | 117.82 ₹10,81,693.64 | 90 ₹8,26,281 Lowest | 130 ₹11,93,517 |
| 1.01 | 16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | 20,915.6 | kilogram | 121.6 ₹25,43,336.96 | 125.37 ₹26,22,188.77 | 103.47 ₹21,64,137.13 | 115.97 ₹24,25,582.13 | 115 ₹24,05,294 | 112 ₹23,42,547.2 | 122.6 ₹25,64,252.56 | 131.38 ₹27,47,891.53 | 93 ₹19,45,150.8 Lowest | 150 ₹31,37,340 |
| 1.01 | 16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade | 2,275 | sqm | 1,096.75 ₹24,95,106.25 | 1,130.6 ₹25,72,115 | 933.15 ₹21,22,916.25 | 1,045.88 ₹23,79,377 | 990 ₹22,52,250 | 1,017 ₹23,13,675 | 1,101 ₹25,04,775 | 1,184.95 ₹26,95,761.25 | 905 ₹20,58,875 Lowest | 1,300 ₹29,57,500 |
| 1.01 | 10.22:Welding by gas or electric plant including transportation of plant at site etc. complete. | 54,110 | cm | 4.16 ₹2,25,097.6 | 4.29 ₹2,32,131.9 | 3.54 ₹1,91,549.4 | 3.97 ₹2,14,816.7 | 4 ₹2,16,440 | 3 ₹1,62,330 Lowest | 4 ₹2,16,440 | 4.49 ₹2,42,953.9 | 4.2 ₹2,27,262 | 8 ₹4,32,880 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
1 Jul 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Inland Navigation Division Kollam
GENERAL CSIND Chain link fencing for the protection of Left bank of KollamThodu from Eravipuram Bridge to Attukal Foot Bridge in Eravipuram Constituency General Civil Work
2026_Irrig_856286_1
IRR/KP/TR/6832/2023_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Eravipuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
7 Sept 2026
18 Jun 2026
4 Jul 2026
18 Jun 2026
1 Jul 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 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 | - | sqm | - | - |
| 1.002 | 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 | 0.8 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.8 | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.006 | 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 | 1 | kilogram | - | - |
| 1.007 | 16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | 1 | kilogram | - | - |
| 1.008 | 16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade | - | sqm | - | - |
| 1.009 | 10.22:Welding by gas or electric plant including transportation of plant at site etc. complete. | - | cm | - | - |
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