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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC | ₹5.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.3 CrRejected-AOC | ₹5.3 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹6.7 CrRejected-AOC | ₹6.7 Cr | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | LOF CONSTRUCTIONS L2 | ABDUL RAHIMAN T.A L3 | MOHAMMED RAFI K M L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix - A : Construction of check dam and Side protection works | ||||||
| 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 | 1,318.4 | sqm | 15.4 ₹20,303.36 | 19.68 ₹25,946.11 | 14.88 ₹19,617.79 |
| 1.00 | OD30566/2024-2025:RING BUND Type-1 Putting up ring bund as per approved shape 2.5m bottom width,1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc.
complete. | 1,365 | cum | 497.67 ₹6.8 L | 635.89 ₹8.7 L | 481.08 ₹6.6 L |
| 1.00 | 60.2.4:BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out water with engine and pump set above 10HP and up to 20HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 160 | hour | 541.79 ₹86,686.40 | 692.26 ₹1.1 L | 523.73 ₹83,796.80 |
| 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 | 800 | hour | 386.6 ₹3.1 L | 493.96 ₹4.0 L | 373.7 ₹3.0 L |
| 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 | 2,499.58 | cum | 218.12 ₹5.5 L | 278.7 ₹7.0 L | 210.85 ₹5.3 L |
| 1.01 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 2,268.48 | cum | 438.46 ₹9.9 L | 560.23 ₹12.7 L | 423.85 ₹9.6 L |
| 1.01 | 2.7.3: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited) | 212.59 | cum | 1,257.39 ₹2.7 L | 1,606.6 ₹3.4 L | 1,215.49 ₹2.6 L |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 1,667.16 | cum | 8,264.16 ₹1.4 Cr | 10,559.3 ₹1.8 Cr | 7,988.69 ₹1.3 Cr |
| 1.01 | 4.2.2:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources | 863.24 | cum | 10,398.29 ₹89.8 L | 13,286.12 ₹1.1 Cr | 10,051.67 ₹86.8 L |
Updated dates
Tender Value
₹5.8 Cr
EMD Value
₹2 L
Closing Date
20 Nov 2025, 6:15 pmClosed
Superintending Engineer
O/o,Superintending Engineer,Irrigation North Circle Kozhikode
Construction of Checkdam across Payaswini river at Erinhipuzha in Muliyar Grama Panchayath in Kasaragod District General Civil Work
2025_Irrig_804097_1
IRR/IA/TR/2157/2023_5_2_1/1
Open Tender
Civil Works - Others
547 days
Muliyar Grama Panchayath
Please refer Tender documents.
15 documents required · 15 mandatory
₹13,010
₹2 L
Yes
4 Mar 2026
29 Sept 2025
22 Nov 2025
29 Sept 2025
20 Nov 2025
29 Sept 2025
Work Name:GENERAL-CHECK DAM-Construction of Checkdam across Payaswini river at Erinhipuzha in Muliyar Grama Panchayath in Kasaragod District -General Civil Work
o or more coats on new work13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new workÎ13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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