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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.1 CrAccepted-Finance | ₹18.1 Cr | 1 | Accepted-Finance L1 |
| 2 | 2₹19.1 CrRejected-Finance | ₹19.1 Cr | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | O ABDUL MAJEED L2 | Midland Contracting Private Limited L1 |
|---|---|---|---|---|---|
| 1.00Appendix: I A-Construction of 9 LL OHSR,8 LL OHSR and 6 LL OHSR -Working Charges | |||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 1,452 | sqm | 9.8 ₹14,229.6 | 9.27 ₹13,460.04 Lowest |
| 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 | 267.42 | cum | 379.97 ₹1,01,611.58 | 359.49 ₹96,134.82 Lowest |
| 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 | 1,069.68 | cum | 693.43 ₹7,41,748.2 | 656.04 ₹7,01,752.87 Lowest |
| 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 | 334.27 | cum | 248.22 ₹82,973.74 | 234.83 ₹78,497.8 Lowest |
| 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) | 116.72 | cum | 9,051.55 ₹10,56,478.81 | 8,563.55 ₹9,99,520.43 Lowest |
| 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 | 304.97 | cum | 10,593.24 ₹32,30,599.22 | 10,022.12 ₹30,56,425.89 Lowest |
| 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 | 875.28 | cum | 12,452.38 ₹1,08,99,269.36 | 11,781.04 ₹1,03,11,661.57 Lowest |
| 1.01 | 5.34.2: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-35 grade concrete instead of M-25 grade BMC/RMC. (Note: Cement content considered in M-35 is @ 350 Kg/cum). | 731.52 | cum | 184.74 ₹1,35,140.27 | 174.78 ₹1,27,854.37 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1,111.11 | sqm | 407.89 ₹4,53,210.66 | 385.9 ₹4,28,777.35 Lowest |
Tender Value
₹16.7 Cr
EMD Value
₹5 L
Closing Date
23 Dec 2025, 3:00 pmClosed
Superintending Engineer
PH CIRCLE, KWA, MALAPPURAM
JalJeevan Mission (JJM) WSS to Chungathara Pothukallu Edakkara and Vazhikadavu GramaPanchayaths in Malappuram District 9 LL OHSR AT Kurishumala 8 LL OHSR at Koovakol and6 LL OHSR at Kurishumala Top in Pothukalle Panchayath General Civil Work
2025_KWA_816590_1
SE/PHC/MPM/23/2025-26
Open Tender
Civil Works - Water Works
Item Rate
365 days
Pothukallu
Refer Tender Documents
8 documents required · 8 mandatory
₹16,540
₹5 L
PH CIRCLE, KWA, MALAPPURAM
1 Jul 2026
29 Oct 2025
24 Dec 2025
29 Oct 2025
23 Dec 2025
29 Oct 2025
29 Oct 2025 - 10 Nov 2025
10 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix: I A-Construction of 9 LL OHSR,8 LL OHSR and 6 LL OHSR -Working Charges | |||||
| 1.001 | 2.32:Clearing grass and removal of the 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 | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 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) | 0.2 | cum | - | - |
| 1.006 | 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 | 0.2 | cum | - | - |
| 1.007 | 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 | 0.4 | cum | - | - |
| 1.008 | 5.34.2: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-35 grade concrete instead of M-25 grade BMC/RMC. (Note: Cement content considered in M-35 is @ 350 Kg/cum). | 0.4 | cum | - | - |
| 1.009 | 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 | - | - |
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