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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 CrAccepted-AOC | ₹9.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹9.6 CrRejected-AOC | ₹9.6 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹9.8 CrRejected-AOC KOTTAYIL ARCADE NEAR KSHB COLONY BUS STOP MALAPARAMBA KOZHIKKODE 673009 | KOZHIKODE | KOZHIKODE | KERALA | 673009 | ₹9.8 Cr | L3 | Rejected-AOC L3 |
| 4 | L4₹9.9 CrRejected-Finance | ₹9.9 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹10.3 CrRejected-Finance 34 426 H 1ST FLOOR LP BUILDING NEAR ST JOSEPH CHURCH THURAKKAL BAPPUTTY ROAD MANJERI MALAPPURAM 676121 | MANJERI | MALAPPURAM | KERALA | 676121 | ₹10.3 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ZUBAIR L4 | TAN-B CONSTRUCTIONS L5 | T ABDUSSAMAD L6 | K SUNDARAN L2 | KOTTAYIL INFRASTRUCTURE ENGINEERING AND CONSTRUCTIONS LLP L3 | Midland Contracting Private Limited L7 | SAPIENT INFRA PVT LTD L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00APPENDIX A-Construction of RCC OHSR 15.0 LL Capacity at Chappappadi | ||||||||||
| 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. | 607 | sqm | 8.09 ₹4,910.67 | 9 ₹5,463.05 | 8.5 ₹5,159.54 | 7.69 ₹4,667.87 Lowest | 8.52 ₹5,171.68 | 8.95 ₹5,432.69 | 8 ₹4,856.04 |
| 1.00 | OD281479/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the 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 percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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).900 mm dia piles | 136 | metre | 6,970.29 ₹9,47,959.44 | 7,300 ₹9,92,800 | 7,337.15 ₹9,97,852.4 | 6,625.45 ₹9,01,061.2 Lowest | 7,190.41 ₹9,77,895.76 | 7,704.01 ₹10,47,745.36 | 6,965 ₹9,47,240 |
| 1.00 | OD281480/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the 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 percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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).800 mm dia piles | 816 | metre | 5,663 ₹46,21,008 | 7,000 ₹57,12,000 | 5,960.98 ₹48,64,159.68 | 5,382.76 ₹43,92,332.16 | 5,841.76 ₹47,66,876.16 | 6,258.61 ₹51,07,025.76 | 5,365 ₹43,77,840 Lowest |
| 1.00 | OD281482/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the 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 percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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).700 mm dia piles | 952 | metre | 4,505 ₹42,88,760 | 4,750 ₹45,22,000 | 4,741.86 ₹45,14,250.72 | 4,281.9 ₹40,76,368.8 | 4,647.02 ₹44,23,963.04 | 4,978.95 ₹47,39,960.4 | 4,266 ₹40,61,232 Lowest |
| 1.00 | 20.6.2.2: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 capacityRoutine test (Test Load 1.5 times the Safe capacity) | 1 | per test | 33,380 ₹33,380 | 36,000 ₹36,000 | 35,136.58 ₹35,136.58 | 31,728.33 ₹31,728.33 | 34,433.85 ₹34,433.85 | 36,893.41 ₹36,893.41 | 31,200 ₹31,200 Lowest |
| 1.01 | 20.6.3.2: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.
Group of two or more piles upto 50 tonne Safe capacityRoutine test (Test Load 1.5 times the Safe capacity) | 2 | per test | 41,725 ₹83,450 | 45,000 ₹90,000 | 43,920.73 ₹87,841.46 | 39,660.42 ₹79,320.84 | 43,042.32 ₹86,084.64 | 46,116.77 ₹92,233.54 | 39,000 ₹78,000 Lowest |
| 1.01 | 20.9:Integrity testing of pile using Low Strain / Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. | 56 | per test | 1,075 ₹60,200 | 1,150 ₹64,400 | 1,131.72 ₹63,376.32 | 1,021.94 ₹57,228.64 | 1,109.09 ₹62,109.04 | 1,188.31 ₹66,545.36 | 1,004 ₹56,224 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 | 179.88 | cum | 9,502 ₹17,09,219.76 | 9,900 ₹17,80,812 | 10,002.27 ₹17,99,208.33 | 9,032.05 ₹16,24,685.15 | 9,802.22 ₹17,63,223.33 | 10,502.38 ₹18,89,168.11 | 8,881 ₹15,97,514.28 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 | 461.67 | cum | 11,277.4 ₹52,06,425.98 | 11,500 ₹53,09,193.5 | 11,870.99 ₹54,80,468.08 | 10,719.5 ₹49,48,860.85 | 11,633.57 ₹53,70,858.63 | 12,464.54 ₹57,54,491.72 | 10,650 ₹49,16,774.85 Lowest |
Tender Value
₹10.7 Cr
EMD Value
₹5 L
Closing Date
27 Mar 2026, 3:00 pmClosed
Superintending Engineer
PH CIRCLE, KWA, MALAPPURAM
AMRUT-Amrut 2.0-Parappanangadi Municipality - Construction of 15LL OHSR at Chappapadi, Laying of 250mm DI K9 Clear water pumping main to OHSR, Laying of Distribution network and Providing FHTCs-Pipeline Work
2026_KWA_844041_1
SE/PHC/MPM/33/2025-26
Open Tender
Civil Works - Water Works
Item Rate
365 days
Parappanangadi
Refer Tender Documents
8 documents required · 8 mandatory
₹16,540
₹5 L
PH CIRCLE, KWA, MALAPPURAM
17 Jul 2026
5 Mar 2026
28 Mar 2026
5 Mar 2026
27 Mar 2026
5 Mar 2026
5 Mar 2026 - 13 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A-Construction of RCC OHSR 15.0 LL Capacity at Chappappadi | |||||
| 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. | 1 | sqm | - | - |
| 1.002 | OD281479/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the 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 percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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).900 mm dia piles | - | metre | - | - |
| 1.003 | OD281480/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the 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 percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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).800 mm dia piles | - | metre | - | - |
| 1.004 | OD281482/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the 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 percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine 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).700 mm dia piles | - | metre | - | - |
| 1.005 | 20.6.2.2: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 capacityRoutine test (Test Load 1.5 times the Safe capacity) | - | per test | - | - |
| 1.006 | 20.6.3.2: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.
Group of two or more piles upto 50 tonne Safe capacityRoutine test (Test Load 1.5 times the Safe capacity) | - | per test | - | - |
| 1.007 | 20.9:Integrity testing of pile using Low Strain / Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. | - | per test | - | - |
| 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 | 1 | 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 | 0.6 | cum | - | - |
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