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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC 3 333 F M P ARCS VENGACHUVADU VAZHAKKULAM P O CHAITHANYA BUILDING SA ROAD KADAVATHRA MUVATTUPUZHA ERNAKULAM 686670 | MUVATTUPUZHA | ERNAKULAM | KERALA | 686670 | ₹17.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Linsta Services L1 | RAGHUNATH O L2 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 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. | 280 | sqm | 10 ₹2,800 | 8 ₹2,240 Lowest |
| 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. | 37.26 | cum | 360 ₹13,413.6 Lowest | 370 ₹13,786.2 |
| 1.00 | 2.9.1
Excavation work 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 soils as directed,
within a lead of 50 m.Ordinary rock. | 2.7 | cum | 650 ₹1,755 Lowest | 660 ₹1,782 |
| 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. | 187.4 | cum | 310 ₹58,094 | 305 ₹57,157 Lowest |
| 1.00 | 4.1.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm
nominal size derived from natural sources). | 3 | cum | 9,100 ₹27,300 Lowest | 9,200 ₹27,600 |
| 1.01 | 5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm
nominal size derived from natural sources). | 3.4 | cum | 10,000 ₹34,000 | 9,500 ₹32,300 Lowest |
| 1.01 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns. | 50.4 | sqm | 350 ₹17,640 Lowest | 355 ₹17,892 |
| 1.01 | 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). | 5.4 | cum | 7,500 ₹40,500 Lowest | 7,550 ₹40,770 |
| 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. | 307.7 | kg | 125 ₹38,462.5 | 120 ₹36,924 Lowest |
Tender Value
₹17.1 L
EMD Value
₹42,700
Closing Date
12 Mar 2026, 5:00 pmClosed
Chairman and Managing Director KPHCC
KERALA POLICE HOUSING AND CONSTRUCTION CORPORATION LTD CHANDRASEKHARAN NAIR STADIUM, PALAYAM, THIRUVANANTHAPURAM - 695033
Chimmini Eco Tourism Projects-Maintenance of Existing Boating Path Way with Roof work and Providing Waiting area at Chimmini, Thrissur (DSR 2021)
2026_KPHCC_844040_1
NIT No.139/KPHCC/2025-26
Open Tender
Civil Works - Buildings
Item Rate
150 days
THRISSUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹42,700
24 Apr 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
CIVIL WORKS
2.32 Clearing grass and removal of the 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.
2.9.1 Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock.
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.
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
5.1.2 Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources).
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns.
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).
5.22.6 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.
60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand).
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand).
50.6.2.1 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete.
13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm.
OD114526/2025-2026 Steel work for purlin/single section with GP pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work.
OD146938/2025-2026 Providing and laying vitrified designer floor tiles in different sizes (thickness to be specified by the manufacturer) of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 400x400 mm or nearest size available.
OD146491/2025-2026 Providing and fixing Stone coated steel sheet(ZINCALUME) roofing accessories using self drilling/ self tapping screws complete :Ridges.
OD146492/2025-2026 Providing and fixing Stone coated ZINCALUME sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) The sheet shall be fixed using self drilling/self tapping screws with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
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