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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC ERNAKULAM KERALA | THRISSUR | KERALA | 680667 | ₹3.9 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹4.0 LRejected-AOC MYALILI PUTHENPURA MAZHUVANNOOR | WAYANAD | KERALA | 670644 | ₹4.0 L | L2 | Rejected-AOC Second Lowest bidder |
| 3 | L3₹4.1 LRejected-AOC KANNUR | KERALA | 670511 | ₹4.1 L | L3 | Rejected-AOC Third Lowest bidder |
| 4 | L4₹4.4 LRejected-AOC 12050319 BINDHU BENNY 1205 SUB TREASURY KOLENCHERY | ERNAKULAM | KERALA | 680667 | ₹4.4 L | L4 | Rejected-AOC Forth Lowest bidder |
| Sl No | Description | Qty | Unit | Mathew Varghese L3 | M K CHACKO L2 | Ginesh.K.Sankar L1 | ROY VARGHESE L4 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A-Bridge | |||||||
| 1.00 | OD20650/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 1.5m height 1.0m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete. | 7.3 | metre | 400 ₹2,920 | 550 ₹4,015 | 558 ₹4,073.40 | 650 ₹4,745 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 24 | hour | 100 ₹2,400 | 400 ₹9,600 | 423 ₹10,152 | 500 ₹12,000 |
| 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 | 17.02 | cum | 200 ₹3,404.20 | 250 ₹4,255.25 | 239 ₹4,068.02 | 300 ₹5,106.30 |
| 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) | 2.65 | cum | 7,900 ₹20,950.80 | 7,600 ₹20,155.20 | 7,376 ₹19,561.15 | 8,000 ₹21,216 |
| 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) | 9.18 | cum | 8,569.14 ₹78,681.84 | 8,500 ₹78,047 | 7,969 ₹73,171.36 | 8,620 ₹79,148.84 |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.33 | cum | 10,488.55 ₹55,945.93 | 10,100 ₹53,873.40 | 9,750 ₹52,006.50 | 10,500 ₹56,007 |
| 1.01 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 32.1 | sqm | 1,008.55 ₹32,374.46 | 900 ₹28,890 | 937 ₹30,077.70 | 1,050 ₹33,705 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 20.69 | sqm | 961.24 ₹19,886.13 | 800 ₹16,550.40 | 961.24 ₹19,886.13 | 980 ₹20,274.24 |
| 1.01 | 5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars | 630 | kilogram | 112.43 ₹70,830.90 | 100 ₹63,000 | 104 ₹65,520 | 118 ₹74,340 |
Tender Value
₹4.2 L
EMD Value
₹10,574
Closing Date
26 Feb 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer PVIP Sub Division no 2 Perumbavoor
Construction of New Bridge near Thottumkal kaavu temple in Vazhappilly md at ch15m
2026_Irrig_838544_1
IRR/PII/TR/5052/2025_5_1_1/1
Open Tender
Civil Works - Canal
180 days
Thrikkalathoor
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,574
Yes
11 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
Appendix A-Bridge
OD20650/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.5m height 1.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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
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)
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)
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
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
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)
OD20648/2025-2026:Supplying and fixing granite phalakam 18mm thick of size 75*60 cm
OD20649/2025-2026:Engraving letters height up to 8 cm & painting letters with gold japan paint of approved quality Details of cost for 6 letters 8 cm height
16.21:Engraving letters in hard stone
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
Appendix B-CC wall inside canal
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
4.1.8: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)
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.
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)
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
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