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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-Finance | ₹10.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹10.9 LAccepted-Finance | ₹10.9 L | L2 | Accepted-Finance L2 |
| 3 | L3₹11.0 LAccepted-Finance | ₹11.0 L | L3 | Accepted-Finance L3 |
| 4 | L4₹11.4 LAccepted-Finance | ₹11.4 L | L4 | Accepted-Finance L4 |
| Sl No | Description | Qty | Unit | Rahulan C L2 | RENJITH K L3 | ANSARI A L1 | RAMESH.T.R L4 |
|---|---|---|---|---|---|---|---|
| 1.00Meenikode work | |||||||
| 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 | 13.68 | cum | 343.17 ₹4,694.57 | 345.33 ₹4,724.11 | 316.55 ₹4,330.40 | 359.72 ₹4,920.97 |
| 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) | 17.7 | cum | 7,567.98 ₹1.3 L | 7,615.57 ₹1.3 L | 7,300.23 ₹1.3 L | 7,932.89 ₹1.4 L |
| 1.00 | 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) | 27.75 | cum | 7,979.8 ₹2.2 L | 8,029.99 ₹2.2 L | 7,950.7 ₹2.2 L | 8,364.57 ₹2.3 L |
| 1.00 | 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) | 27.08 | cum | 10,006.29 ₹2.7 L | 10,069.2 ₹2.7 L | 9,210 ₹2.5 L | 10,488.77 ₹2.8 L |
| 1.00 | 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 | 2,112.24 | kilogram | 107.26 ₹2.3 L | 107.93 ₹2.3 L | 92.2 ₹1.9 L | 112.43 ₹2.4 L |
| 1.01 | 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. | 239.94 | sqm | 800.98 ₹1.9 L | 806.02 ₹1.9 L | 663 ₹1.6 L | 839.6 ₹2.0 L |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 70.08 | metre | 217.64 ₹15,252.21 | 219.01 ₹15,348.22 | 197.23 ₹13,821.88 | 228.13 ₹15,987.35 |
| 1.01 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 10 | metre | 107.88 ₹1,078.80 | 108.56 ₹1,085.60 | 97 ₹970 | 113.08 ₹1,130.80 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 12.72 | cum | 303.82 ₹3,864.59 | 305.73 ₹3,888.89 | 275 ₹3,498 | 318.47 ₹4,050.94 |
Updated dates
Tender Value
₹11.4 L
EMD Value
₹28,600
Closing Date
19 Mar 2026, 5:00 pmClosed
Executive Engineer
Irrigation Division Chittur
RCC slabs using PCC and a concrete cover of 124 mix the RCC slabs to be constructed from 11 53 RCC with HYSD bars and sidewalls to be made using concrete PCC of 136 mix
2026_Irrig_844068_1
IRR/PI/TR/7044/2025_5_3_2/1
Open Tender
Civil Works - Buildings
360 days
Meenikode
10 documents required · 10 mandatory
₹2,760
₹28,600
Yes
13 May 2026
5 Mar 2026
21 Mar 2026
6 Mar 2026
19 Mar 2026
6 Mar 2026
6 Mar 2026 - 16 Mar 2026
Meenikode work
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)
4.1.6: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)
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)
5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
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.
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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
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)
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