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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 CrAdmitted-Finance | ₹11.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.9 CrAdmitted-Finance | ₹11.9 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Fakrudheen ali ahammed L2 | Midland Contracting Private Limited L1 |
|---|---|---|---|---|---|
| 1.00Appendix I- Construction of 3.5 LL Sump at Pathar bottom,3.5 LL GLSR at Muttipalam bottom,2LL GLSR at Muttipalam Top,1 LL GLSR AT Irulkunnu bottom,1 LL OHSR at Irulkunnu Top, .50 LL GLSR at Ambalakunnu bottom and 0.50 LL OHSR at Ambalakunnu Top . | |||||
| 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 | 2,275 | sqm | 19.21 ₹43,702.75 | 18.7 ₹42,542.50 |
| 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 | 670.91 | cum | 379.97 ₹2.5 L | 370.06 ₹2.5 L |
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 670.91 | cum | 693.43 ₹4.7 L | 675.34 ₹4.5 L |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 277.5 | cum | 248.22 ₹68,881.05 | 241.74 ₹67,082.85 |
| 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) | 41.39 | cum | 9,051.55 ₹3.7 L | 8,815.42 ₹3.6 L |
| 1.01 | 5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level | 301.34 | cum | 10,593.24 ₹31.9 L | 10,316.89 ₹31.1 L |
| 1.01 | 5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level | 331.87 | cum | 12,452.38 ₹41.3 L | 12,127.54 ₹40.2 L |
| 1.01 | 5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). | 295.36 | cum | 92.37 ₹27,281.94 | 89.96 ₹26,570.14 |
| 1.01 | OD132594/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 63 | cum | 3,439.56 ₹2.2 L | 3,349.83 ₹2.1 L |
Updated dates
Tender Value
₹10.4 Cr
EMD Value
₹5 L
Closing Date
26 Dec 2025, 3:00 pmClosed
Superintending Engineer
PH CIRCLE, KWA, MALAPPURAM
JalJeevan Mission WSS to Chungathara Pothukallu Edakkara and Vazhikadavu Grama Panchayaths in Malappuram District Design and Construction of 3 5 LL Sump at Pathar bottom 3 5 LL GLSR at Muttipalam bottom 2LL GLSR at Muttipalam Top Malamkund 1 LL GL
2025_KWA_816626_1
SE/PHC/MPM/24/2025-26
Open Tender
Civil Works - Water Works
365 days
Vazhikadavu
Refer Tender Documents
8 documents required · 8 mandatory
₹16,540
₹5 L
PH CIRCLE, KWA, MALAPPURAM
23 Jan 2026
29 Oct 2025
27 Dec 2025
29 Oct 2025
26 Dec 2025
29 Oct 2025
29 Oct 2025 - 10 Nov 2025
10 Nov 2025
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