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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 CrAccepted-AOC | ₹7.2 Cr | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SAMEER ALI CT L1 |
|---|---|---|---|---|
| 1.0020 LL OHSR at Decentmukku-Estimation of civil 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 | 1,400 | sqm | 60 ₹84,000 Lowest |
| 1.00 | OD194199/2025-2026:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete. | 240 | no | 5,000 ₹12,00,000 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 | 470.4 | cum | 500 ₹2,35,200 Lowest |
| 1.00 | OD194236/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over
areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of
excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly
dressed. All kinds of soil 2 nd lift of 1.5m to 3.0 m | 250.88 | cum | 500 ₹1,25,440 Lowest |
| 1.00 | 2.9.3: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.Hard rock (blasting prohibited) | 94.08 | cum | 2,000 ₹1,88,160 Lowest |
| 1.01 | 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) | 31.36 | cum | 15,000 ₹4,70,400 Lowest |
| 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) | 40.95 | cum | 15,000 ₹6,14,250 Lowest |
| 1.01 | 5.33.1.1: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 M25 grade with minimum cement content of 330 kg /cum | 242.74 | cum | 15,000 ₹36,41,055 Lowest |
| 1.01 | 5.33.2.1: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 M25 grade with minimum cement content of 330 kg /cum | 318.86 | cum | 15,000 ₹47,82,960 Lowest |
Tender Value
₹5.7 Cr
EMD Value
₹2 L
Closing Date
27 Mar 2026, 3:00 pmClosed
Superintending Engineer
PH Circle, TVPM
JJM 2021 2024 CWSS to Pallickkal Madavoor and Navaikulam Panchayaths Phase II Design Construction Commissioning and Maintenance of 20.00LL OHSR at Decentmukku in Navaikulam Panchayath inThiruvananthapuram District General Civil Work
2026_KWA_847328_1
26/2025-26/KWA/PHC/D1/TVM-RT2
Open Tender
Civil Works - Water Works
Item Rate
365 days
Decentmukku
Please refer NIT
8 documents required · 8 mandatory
₹11,025
₹2 L
Yes
O/o The Superintending Engineer,
17 Sept 2026
13 Mar 2026
28 Mar 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
13 Mar 2026 - 27 Mar 2026
17 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 120 LL OHSR at Decentmukku-Estimation of civil works | |||||
| 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 | 1,400 | sqm | - | - |
| 1.002 | OD194199/2025-2026:DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling the gap with cement grout( 0.50kg/each) etc complete. | 240 | no | - | - |
| 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 | 470.4 | cum | - | - |
| 1.004 | OD194236/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over
areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of
excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly
dressed. All kinds of soil 2 nd lift of 1.5m to 3.0 m | 250.88 | cum | - | - |
| 1.005 | 2.9.3: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.Hard rock (blasting prohibited) | 94.08 | cum | - | - |
| 1.006 | 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) | 31.36 | cum | - | - |
| 1.007 | 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) | 40.95 | cum | - | - |
| 1.008 | 5.33.1.1: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 M25 grade with minimum cement content of 330 kg /cum | 242.74 | cum | - | - |
| 1.009 | 5.33.2.1: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 M25 grade with minimum cement content of 330 kg /cum | 318.86 | cum | - | - |
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