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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹80.9 LAccepted-AOC | ₹80.9 L | 1 | Accepted-AOC L1 |
| 2 | 2₹89.7 LRejected-Finance | ₹89.7 L | 2 | Rejected-Finance L2 |
| 3 | 3₹91.7 LRejected-Finance | ₹91.7 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | I.C.Tomichan L1 | Cheerans Structurals L2 | BOBBY C GEORGE L3 |
|---|---|---|---|---|---|---|
| 1.00PILE FOUNDATION | ||||||
| 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 | 460 | sqm | 14 ₹6,440 | 20 ₹9,200 | 19.92 ₹9,163.20 |
| 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 | 90.16 | cum | 275 ₹24,793.73 | 300 ₹27,047.70 | 393.89 ₹35,512.73 |
| 1.00 | OD25668/2025-2026:(Ref :Spec:20.2.2) 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).
(Note: Cement content shall not be less than 370kg/cum).
500 mm dia piles. | 494 | metre | 3,900 ₹19.3 L | 4,000 ₹19.8 L | 3,609.12 ₹17.8 L |
| 1.00 | OD25763/2025-2026:(Ref: Spec: 20.2.3)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).
(Note: Cement content shall not be less than 370kg/cum).
600 mm dia piles. | 390 | metre | 4,900 ₹19.1 L | 5,000 ₹19.5 L | 4,830.05 ₹18.8 L |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 24.55 | cum | 7,500 ₹1.8 L | 7,500 ₹1.8 L | 8,686.51 ₹2.1 L |
| 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 | 85.65 | cum | 9,400 ₹8.1 L | 12,000 ₹10.3 L | 11,924.08 ₹10.2 L |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 27,517.44 | kilogram | 75 ₹20.6 L | 100 ₹27.5 L | 123.11 ₹33.9 L |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 138.71 | sqm | 375 ₹52,016.25 | 400 ₹55,484 | 422.85 ₹58,653.52 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 37.08 | sqm | 470 ₹17,427.60 | 700 ₹25,956 | 919.36 ₹34,089.87 |
Tender Value
₹83.0 L
EMD Value
₹50,000
Closing Date
23 Oct 2025, 11:15 amClosed
Chief Engineer, KIIDC
Kerala Irrigation Infrastructure Development Corporation Ltd., Ground Floor, Old Jica Building, KWA Campus, Vellayambalam, Thiruvananthapuram
The proposal for the construction of the Guest House at Sree Krishna Swamy Temple,Alappuzha district
2025_KIIDC_803354_2
IRR/KIIDC/TR/5570/2025_5_1_1/1
Open Tender
Civil Works - Others
150 days
Alappuzha
Please refer tender document
4 documents required · 4 mandatory
₹2,760
₹50,000
3 Jan 2026
13 Oct 2025
25 Oct 2025
13 Oct 2025
23 Oct 2025
13 Oct 2025
Amount
PILE FOUNDATION
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
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
OD25668/2025-2026:(Ref :Spec:20.2.2) 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). (Note: Cement content shall not be less than 370kg/cum). 500 mm dia piles.
OD25763/2025-2026:(Ref: Spec: 20.2.3)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). (Note: Cement content shall not be less than 370kg/cum). 600 mm dia piles.
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
20.6.1.2: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 upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity)
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)
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
Cheerans Structurals (BID ID -2403583)
BOBBY C GEORGE (BID ID -2403815)
Bidder Name
Cheerans Structurals
I.C.Tomichan
BOBBY C GEORGE
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