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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC KOOTTUPURAKKAL | ₹1.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.1 Cr+₹16.5 L (8.50%)Rejected-AOC H 37 CHAITHANYA AKG NAGAR MURIKKAVU WEST YAKKARA PALAKKAD | PALAKKAD | KERALA | 678001 | ₹2.1 Cr+₹16.5 L (8.50%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MUHAMMEDBASHEER.KA L1 | C.D. ANTONY JACOB L4 | Muralidharan L2 | P A HAMSA L5 | ccg constructions L6 | TBAS CONSTRUCTIONS L7 | CUBE INDIA ENGINEERING L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | ||||||||||
| 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. | 114.24 | sqm | 294.97 ₹33,697.37 | 332.71 ₹38,008.79 | 275 ₹31,416 Lowest | 350 ₹39,984 | 337 ₹38,498.88 | 365 ₹41,697.6 | 320 ₹36,556.8 |
| 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. | 773.44 | cum | 107.43 ₹83,090.66 Lowest | 238.28 ₹1,84,295.28 | 200 ₹1,54,688 | 250 ₹1,93,360 | 241 ₹1,86,399.04 | 265 ₹2,04,961.6 | 320 ₹2,47,500.8 |
| 1.00 | 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. | 235.92 | cum | 107.43 ₹25,345.1 | 121.18 ₹28,589.03 | 75 ₹17,694.15 Lowest | 130 ₹30,669.86 | 123 ₹29,018.41 | 135 ₹31,849.47 | 200 ₹47,184.4 |
| 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). | 172.03 | cum | 6,504.97 ₹11,19,056.49 | 7,337.13 ₹12,62,213.81 | 7,000 ₹12,04,217 | 7,250 ₹12,47,224.75 | 7,433 ₹12,78,706.42 | 9,000 ₹15,48,279 | 6,000 ₹10,32,186 Lowest |
| 1.00 | 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 657.85 | cum | 261.14 ₹1,71,790.43 | 294.55 ₹1,93,769.13 | 200 ₹1,31,569.6 Lowest | 250 ₹1,64,462 | 298 ₹1,96,038.7 | 350 ₹2,30,246.8 | 250 ₹1,64,462 |
| 1.01 | 50.2.26.1 Filling with contractor own earth (excluding rock) in open areas 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. | 165.35 | cum | 365.48 ₹60,431.02 Lowest | 412.24 ₹68,162.65 | 900 ₹1,48,812.3 | 500 ₹82,673.5 | 485 ₹80,193.29 | 1,500 ₹2,48,020.5 | 900 ₹1,48,812.3 |
| 1.01 | 50.6.1.6
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1
cement : 6 coarse sand sand) etc complete. | 151.23 | cum | 6,971.55 ₹10,54,335.39 Lowest | 7,863.4 ₹11,89,213.44 | 7,500 ₹11,34,255 | 8,050 ₹12,17,433.7 | 7,966 ₹12,04,730.04 | 9,500 ₹14,36,723 | 7,800 ₹11,79,625.2 |
| 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. | 160.88 | cum | 8,929.44 ₹14,36,532.59 Lowest | 10,071.76 ₹16,20,304.46 | 10,500 ₹16,89,198 | 10,500 ₹16,89,198 | 10,203 ₹16,41,417.83 | 12,000 ₹19,30,512 | 11,000 ₹17,69,636 |
| 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. | 289.3 | cum | 10,597.73 ₹30,65,880.9 Lowest | 11,953.46 ₹34,58,088.16 | 11,500 ₹33,26,904 | 12,500 ₹36,16,200 | 12,109 ₹35,03,085.26 | 14,500 ₹41,94,792 | 11,000 ₹31,82,256 |
Tender Value
₹2.4 Cr
EMD Value
₹1 L
Closing Date
8 Sept 2025, 5:00 pmClosed
Chairman and Managing Director KPHCC
KERALA POLICE HOUSING AND CONSTRUCTION CORPORATION LTD CHANDRASEKHARAN NAIR STADIUM, PALAYAM, THIRUVANANTHAPURAM - 695033
IHRD-MRPTC, Kuzhalmannam-Construction of Academic Block for Model Residential Polytechnic College, Kuzhalmannam, Palakkad (DSR 2021)
2025_KPHCC_792796_2
NIT No.57/KPHCC/2025-26
Open Tender
Civil Works - Buildings
Item Rate
360 days
PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,900
₹1 L
3 Nov 2025
30 Aug 2025
10 Sept 2025
30 Aug 2025
8 Sept 2025
30 Aug 2025
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