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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAdmitted-Technical | ₹4.5 Cr | L1 | Admitted-Technical L1 |
| 2 | L2₹4.5 Cr+₹1.6 L (0.36%)Admitted-Technical | ₹4.5 Cr+₹1.6 L (0.36%) | L2 | Admitted-Technical L2 |
| 3 | L3₹4.6 Cr+₹9.8 L (2.19%)Admitted-Technical | ₹4.6 Cr+₹9.8 L (2.19%) | L3 | Admitted-Technical L3 |
| 4 | L4₹4.7 Cr+₹19.9 L (4.45%)Rejected-Technical | ₹4.7 Cr+₹19.9 L (4.45%) | L4 | Rejected-Technical L4 |
| 5 | L5₹4.7 Cr+₹23.5 L (5.25%)Rejected-Technical | ₹4.7 Cr+₹23.5 L (5.25%) | L5 | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | C.D. ANTONY JACOB L6 | SAFEER . K L2 | SITCOASSOCIATES L7 | SHAMEER K L3 | Kurian Varghese L1 | RAGHUNATH O L9 | ZM INFRAPROJECTS L4 | NISHADALI V.M. L8 | Ceeyech Construction Private Limited L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Civil work | ||||||||||||
| 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 | 1,700 | sqm | 15 ₹25,500 | 16.33 ₹27,761 | 17 ₹28,900 | 16 ₹27,200 | 12 ₹20,400 Lowest | 18.1 ₹30,770 | 16.66 ₹28,322 | 15 ₹25,500 | 17.12 ₹29,104 |
| 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 | 142.35 | cum | 250 ₹35,586.75 Lowest | 322.88 ₹45,961 | 330 ₹46,974.51 | 330 ₹46,974.51 | 340 ₹48,397.98 | 380 ₹54,091.86 | 329.5 ₹46,903.34 | 400 ₹56,938.8 | 338.64 ₹48,204.39 |
| 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 | 143.63 | cum | 250 ₹35,907.75 | 231.25 ₹33,214.67 | 240 ₹34,471.44 | 240 ₹34,471.44 | 175 ₹25,135.43 Lowest | 350 ₹50,270.85 | 235.99 ₹33,895.48 | 400 ₹57,452.4 | 242.53 ₹34,834.83 |
| 1.00 | OD58235/2026-2027:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 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).600 mm dia piles | 536.5 | metre | 4,650 ₹24,94,725 | 3,707.77 ₹19,89,218.61 Lowest | 4,050 ₹21,72,825 | 3,717 ₹19,94,170.5 | 4,150 ₹22,26,475 | 4,600 ₹24,67,900 | 3,783.78 ₹20,29,997.97 | 4,500 ₹24,14,250 | 3,888.7 ₹20,86,287.55 |
| 1.00 | OD58236/2026-2027:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 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).500 mm dia piles | 536.5 | metre | 3,750 ₹20,11,875 | 2,742.8 ₹14,71,512.2 Lowest | 3,250 ₹17,43,625 | 2,749 ₹14,74,838.5 | 3,850 ₹20,65,525 | 4,200 ₹22,53,300 | 2,799.02 ₹15,01,674.23 | 4,000 ₹21,46,000 | 2,876.63 ₹15,43,312 |
| 1.01 | OD58237/2026-2027:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 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 | 388.5 | metre | 5,750 ₹22,33,875 | 4,733.06 ₹18,38,793.81 Lowest | 4,950 ₹19,23,075 | 4,745 ₹18,43,432.5 | 5,600 ₹21,75,600 | 5,200 ₹20,20,200 | 4,830.09 ₹18,76,489.97 | 5,000 ₹19,42,500 | 4,964 ₹19,28,514 |
| 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. | 77 | per test | 1,500 ₹1,15,500 | 1,105.95 ₹85,158.15 Lowest | 1,200 ₹92,400 | 1,232 ₹94,864 | 1,400 ₹1,07,800 | 1,500 ₹1,15,500 | 1,128.62 ₹86,903.74 | 1,230 ₹94,710 | 1,160 ₹89,320 |
| 1.01 | 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) | 2 | per test | 2,00,000 ₹4,00,000 | 64,757.2 ₹1,29,514.4 Lowest | 90,000 ₹1,80,000 | 75,000 ₹1,50,000 | 1,00,000 ₹2,00,000 | 4,50,000 ₹9,00,000 | 66,084.66 ₹1,32,169.32 | 72,145 ₹1,44,290 | 67,917.14 ₹1,35,834.28 |
| 1.01 | 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) | 2 | per test | 1,00,000 ₹2,00,000 | 34,336.38 ₹68,672.76 Lowest | 48,000 ₹96,000 | 40,000 ₹80,000 | 68,000 ₹1,36,000 | 2,80,000 ₹5,60,000 | 35,040.24 ₹70,080.48 | 38,250 ₹76,500 | 36,011.88 ₹72,023.76 |
Tender Value
₹5.0 Cr
EMD Value
₹1 L
Closing Date
11 Aug 2026, 3:00 pmClosed
Chairman and Managing Director KPHCC
KERALA POLICE HOUSING AND CONSTRUCTION CORPORATION LTD CHANDRASEKHARAN NAIR STADIUM, PALAYAM, THIRUVANANTHAPURAM - 695033
State Plan Scheme 2024-25-Construction of New Building for DHQ at Irinjalakkuda, Thrissur Rural (DSR 2021)
2026_KPHCC_862980_1
NIT No.20/KPHCC/2026-27
Open Tender
Civil Works - Buildings
Item Rate
660 days
THRISSUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,850
₹1 L
19 Sept 2026
28 Jul 2026
13 Aug 2026
28 Jul 2026
11 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil work | |||||
| 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 | 2.8.1: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 | 0.8 | cum | - | - |
| 1.003 | 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 | 0.4 | cum | - | - |
| 1.004 | OD58235/2026-2027:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 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).600 mm dia piles | - | metre | - | - |
| 1.005 | OD58236/2026-2027:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 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).500 mm dia piles | - | metre | - | - |
| 1.006 | OD58237/2026-2027:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 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 | - | - |
| 1.007 | 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 | 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 | - | - |
| 1.009 | 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 | - | - |
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