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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Fee/PreQual/Technical/Finance | ₹3.3 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.4 CrAdmitted-Fee/PreQual/Technical/Finance | ₹3.4 Cr | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.6 CrAdmitted-Fee/PreQual/Technical/Finance | ₹3.6 Cr | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.9 CrAdmitted-Fee/PreQual/Technical/Finance | ₹3.9 Cr | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ATHITHYA BUILDERS L1 | MANOJ P L2 | A AHAMED KUNHI L4 | KANNANNOR INFRATECH PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of 2.0 LL Capacity GLSR at Aralam Farm | |||||||
| 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 | 256 | sqm | 14.16 ₹3,624.96 | 13 ₹3,328 Lowest | 16 ₹4,096 | 15.21 ₹3,893.76 |
| 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 | 133.77 | cum | 200.77 ₹26,857.4 Lowest | 210 ₹28,092.12 | 240 ₹32,105.28 | 215.44 ₹28,819.84 |
| 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 | 18.52 | cum | 280.34 ₹5,192.46 Lowest | 290 ₹5,371.38 | 333 ₹6,167.83 | 300.82 ₹5,571.79 |
| 1.00 | 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 | 161.94 | cum | 403.58 ₹65,356.96 Lowest | 420 ₹68,016.06 | 480 ₹77,732.64 | 433.07 ₹70,132.66 |
| 1.00 | 100.2.2:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10m2 on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. | 24.5 | cum | 1,025.8 ₹25,126.97 | 1,020 ₹24,984.9 Lowest | 1,220 ₹29,883.9 | 1,100.78 ₹26,963.61 |
| 1.01 | 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) | 15.91 | cum | 6,678.2 ₹1,06,276.87 Lowest | 7,100 ₹1,12,989.4 | 8,000 ₹1,27,312 | 7,166.08 ₹1,14,041 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 32.92 | sqm | 785.99 ₹25,874.79 Lowest | 850 ₹27,982 | 940 ₹30,944.8 | 843.41 ₹27,765.06 |
| 1.01 | 5.33.2.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum | 47.77 | cum | 10,210.5 ₹4,87,724.95 | 10,200 ₹4,87,223.4 Lowest | 12,228 ₹5,84,094.88 | 10,956.42 ₹5,23,355.31 |
| 1.01 | 5.33.1.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum | 29.4 | cum | 8,624.95 ₹2,53,599.4 Lowest | 9,200 ₹2,70,507.6 | 10,329 ₹3,03,703.59 | 9,255.04 ₹2,72,125.94 |
Tender Value
₹4.0 Cr
EMD Value
₹1 L
Closing Date
24 Jul 2026, 3:00 pmClosed
P H Circle Kannur
Superintending Engineer
Water Supply to Aralam TRDM Settlement Gravity Pipe Line Sump Pump House and GLSR Pipeline Work
2026_KWA_860630_1
02/2026-27/PHC/KNR
Open Tender
Civil Works - Water Works
Item Rate
Aralam
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,270
₹1 L
25 Jul 2026
15 Jul 2026
25 Jul 2026
15 Jul 2026
24 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of 2.0 LL Capacity GLSR at Aralam Farm | |||||
| 1.001 | 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 | - | sqm | - | - |
| 1.002 | 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 | 0.8 | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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 | 0.2 | cum | - | - |
| 1.005 | 100.2.2:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10m2 on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. | - | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.008 | 5.33.2.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum | - | cum | - | - |
| 1.009 | 5.33.1.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum | 1 | cum | - | - |
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