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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 CrAdmitted-Finance NOT SPECIFIED | ₹13.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹15.3 CrAdmitted-Finance | ₹15.3 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M.K. Hansar L2 | MARYMATHA INFRASTRUCTURE PVT LTD L1 |
|---|---|---|---|---|---|
| 1.00Construction of 10.2 LL OHSR in Kanjoor Panchayath | |||||
| 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 | 352 | sqm | 30 ₹10,560 Lowest | 50 ₹17,600 |
| 1.00 | 20.2A.1:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of
specified diameter and length below pile cap, to carry a safe working load not less than specified,
excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and
temporary casing of appropriate length for setting out and removal of same and the length of the pile to
be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,
including removal of excavated earth with all its lifts and leads (length of pile for payment shall be
measured up to bottom of pile cap).
Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.600 mm dia piles | 552 | metre | 5,500 ₹30,36,000 Lowest | 8,000 ₹44,16,000 |
| 1.00 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) | 1 | per test | 65,000 ₹65,000 Lowest | 6,25,000 ₹6,25,000 |
| 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 | 47.15 | cum | 317 ₹14,946.87 Lowest | 500 ₹23,575.5 |
| 1.00 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 7.49 | cum | 11,236 ₹84,123.93 | 8,000 ₹59,896 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 | 63.04 | cum | 79,000 ₹49,80,318 | 10,000 ₹6,30,420 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 | 149.97 | cum | 24,000 ₹35,99,232 | 16,000 ₹23,99,488 Lowest |
| 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 | 262.08 | cum | 11,800 ₹30,92,544 | 220 ₹57,657.6 Lowest |
| 1.01 | 5.38:Extra for R.C.C. /B.M.C/R.M.C. work above floor V level for each four floors or part thereof. | 412.05 | cum | 350 ₹1,44,216.8 Lowest | 500 ₹2,06,024 |
Tender Value
₹12.9 Cr
EMD Value
₹5 L
Closing Date
29 May 2026, 4:00 pmClosed
Superintending Engineer
KWA, PHCircle,Muvattupuzha
JJM - WSS to Sreemoolanagaram, Kanjoor, Chengamanad ,Nedumbasserry and Parakkadavu pths -ProductionComponents-Package II-Laying of Clear Water Pumping Main from Chowara WTP toKANJOOR OHSR AND Existing OHSR at SREEMULANAGARAM, Construction of OHSR
2026_KWA_851421_1
Re-02/2026-27/SE/PHC/MVPA
Open Tender
Civil Works - Water Works
Item Rate
365 days
KWA, PHCircle, Muvattupuzha
As per NIT
9 documents required · 9 mandatory
₹16,540
Yes
₹5 L
Yes
KWA, PHCircle,Muvattupuzha
1 Aug 2026
18 May 2026
30 May 2026
18 May 2026
29 May 2026
18 May 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of 10.2 LL OHSR in Kanjoor Panchayath | |||||
| 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 | 20.2A.1:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of
specified diameter and length below pile cap, to carry a safe working load not less than specified,
excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and
temporary casing of appropriate length for setting out and removal of same and the length of the pile to
be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,
including removal of excavated earth with all its lifts and leads (length of pile for payment shall be
measured up to bottom of pile cap).
Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.600 mm dia piles | - | metre | - | - |
| 1.003 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test (Test Load 2.5 times the Safe capacity) | - | per test | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 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 | 0.8 | cum | - | - |
| 1.007 | 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 | 0.2 | cum | - | - |
| 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 | 1 | cum | - | - |
| 1.009 | 5.38:Extra for R.C.C. /B.M.C/R.M.C. work above floor V level for each four floors or part thereof. | 0.2 | cum | - | - |
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