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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 CrAdmitted-Finance THOTTAPPALLY HOUSE EMILY KALPETTA P O KERALA 673121 | WAYANAD | KERALA | 673121 | ₹26.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹27.5 Cr+₹64.4 L (2.39%)Admitted-Finance | ₹27.5 Cr+₹64.4 L (2.39%) | L2 | Admitted-Finance |
| 3 | L3₹27.9 Cr+₹1.0 Cr (3.73%)Admitted-Finance | ₹27.9 Cr+₹1.0 Cr (3.73%) | L3 | Admitted-Finance |
| 4 | L4₹28.4 Cr+₹1.5 Cr (5.58%)Admitted-Finance | ₹28.4 Cr+₹1.5 Cr (5.58%) | L4 | Admitted-Finance |
| 5 | L5₹29.2 Cr+₹2.4 Cr (8.77%)Admitted-Finance KANNUR | KERALA | 670001 | ₹29.2 Cr+₹2.4 Cr (8.77%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shaijal TM L1 | Hill Track Constructions Pvt.Ltd. L4 | A.M.MOHAMMED ALI L2 | GKV ASSOCIATES L3 | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORK | ||||||||
| 1.01 | OD197819/2025-2026: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 | 390 | metre | 4,700 ₹18,33,000 Lowest | 5,448 ₹21,24,720 | 6,300 ₹24,57,000 | 5,700 ₹22,23,000 | 5,193 ₹20,25,270 |
| 1.02 | OD197808/2025-2026: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 | 80 | metre | 6,500 ₹5,20,000 Lowest | 6,939 ₹5,55,120 | 9,450 ₹7,56,000 | 7,200 ₹5,76,000 | 7,208 ₹5,76,640 |
| 1.03 | OD197817/2025-2026: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).750 mm dia piles | 290 | metre | 10,050 ₹29,14,500 | 8,850 ₹25,66,500 Lowest | 10,900 ₹31,61,000 | 12,000 ₹34,80,000 | 11,152 ₹32,34,080 |
| 1.04 | OD197846/2025-2026: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).900 mm dia piles | 341 | metre | 10,300 ₹35,12,300 Lowest | 10,550 ₹35,97,550 | 14,100 ₹48,08,100 | 12,400 ₹42,28,400 | 11,433 ₹38,98,653 |
| 1.05 | 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) | 8 | per test | 65,000 ₹5,20,000 Lowest | 4,48,439 ₹35,87,512 | 7,26,000 ₹58,08,000 | 1,00,000 ₹8,00,000 | 72,145 ₹5,77,160 |
| 1.06 | 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) | 4 | per test | 35,000 ₹1,40,000 Lowest | 3,12,479 ₹12,49,916 | 4,36,000 ₹17,44,000 | 45,000 ₹1,80,000 | 38,254 ₹1,53,016 |
| 1.07 | 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 | 562.77 | cum | 325 ₹1,82,900.9 | 321 ₹1,80,649.81 | 300 ₹1,68,831.6 Lowest | 360 ₹2,02,597.92 | 360 ₹2,02,597.92 |
| 1.08 | 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 | 38.06 | cum | 240 ₹9,135.36 Lowest | 301 ₹11,457.26 | 300 ₹11,419.2 | 258 ₹9,820.51 | 258 ₹9,820.51 |
| 1.09 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 14.27 | cum | 120 ₹1,712.88 Lowest | 121 ₹1,727.15 | 120 ₹1,712.88 Lowest | 131 ₹1,869.89 | 132 ₹1,884.17 |
Tender Value
₹29.3 Cr
EMD Value
₹5 L
Closing Date
27 Feb 2026, 5:00 pmClosed
Chief Engineer KSHB
Chief Engineers office KSHB Trivandrum
Civil works Electrification works Fire Fighting works Lift works Solar works and STP Works etc
2026_KSHB_832550_1
2026_CE_KSHB_02(C)
Open Tender
Civil Works - Buildings
Item Rate
540 days
Pattambi Palakkad
As per SBD
5 documents required · 5 mandatory
₹17,700
₹5 L
Chief Engineers office KSHB Trivandrum
16 Mar 2026
2 Feb 2026
28 Feb 2026
2 Feb 2026
27 Feb 2026
2 Feb 2026
2 Feb 2026 - 23 Feb 2026
7 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 1.01 | OD197819/2025-2026: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 | - | - |
| 1.02 | OD197808/2025-2026: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 | - | - |
| 1.03 | OD197817/2025-2026: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).750 mm dia piles | - | metre | - | - |
| 1.04 | OD197846/2025-2026: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).900 mm dia piles | - | metre | - | - |
| 1.05 | 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 | - | - |
| 1.06 | 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 | - | - |
| 1.07 | 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 | - | - |
| 1.08 | 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 | - | - |
| 1.09 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1 | cum | - | - |
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