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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.5 LAccepted-AOC NEELANGIDAN HOUSE POONGODE P O MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | 679327 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Abdul Majeed N L1 | MOHAMMED FIROS K L2 | NIYAS E L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||
| 1.00 | OD210702/2025-2026 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kinds of soil | 1,152 | sqm | 30 ₹34,560 Lowest | 33.79 ₹38,921.47 | 30.38 ₹34,997.76 |
| 1.00 | 4.1.A.2 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 115.2 | cum | 1,800 ₹2,07,360 Lowest | 2,713 ₹3,12,537.6 | 2,903.44 ₹3,34,476.29 |
| 1.00 | 75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) | 172.8 | cum | 6,700 ₹11,57,760 Lowest | 7,633 ₹13,18,982.4 | 8,169.57 ₹14,11,701.7 |
| 1.00 | OD210715/2025-2026 Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs, road etc Under 20 cm wide | 721 | metre | 50 ₹36,050 Lowest | 292 ₹2,10,532 | 203.02 ₹1,46,377.42 |
| 1.00 | 5.2.1a Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,833.6 | sqm | 20 ₹36,672 | 12 ₹22,003.2 Lowest | 12.85 ₹23,561.76 |
| 1.01 | 5.11.1.A.2a Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65) | 1,833.6 | sqm | 400 ₹7,33,440 | 238 ₹4,36,396.8 Lowest | 254.06 ₹4,65,844.42 |
| 1.01 | 5.5.A.1a Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506 | 53.4 | sqm | 600 ₹32,040 | 255 ₹13,617 Lowest | 273.19 ₹14,588.35 |
| 1.01 | 5.5.B.2a Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65) | 33.66 | sqm | 400 ₹13,464 | 330 ₹11,107.8 Lowest | 353.61 ₹11,902.51 |
| 1.01 | OD210776/2025-2026 DR PACKING - Dry stone packing in road pavement with good quality blasted rubble including conveyance of materials and labour charges etc complete | 40.5 | cum | 4,945.67 ₹2,00,299.64 | 3,320 ₹1,34,460 | 2,640.47 ₹1,06,939.03 Lowest |
Tender Value
₹35 L
EMD Value
₹50,000
Closing Date
16 Feb 2026, 5:00 pmClosed
Managing Director KPHCC
KERALA POLICE HOUSING AND CONSTRUCTION CORPORATION LTD CHANDRASEKHARAN NAIR STADIUM, PALAYAM, THIRUVANANTHAPURAM - 695033
Renovation of Road at Banglowkunnu, Chandakunnu at Nilambur, Malappuram (DSR 2021)
2026_KPHCC_834390_2
NIT No.130/KPHCC/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Malappuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹50,000
10 Mar 2026
7 Feb 2026
18 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | OD210702/2025-2026 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kinds of soil | 1,152 | sqm | - | - |
| 1.002 | 4.1.A.2 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 115.2 | cum | - | - |
| 1.003 | 75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) | 172.8 | cum | - | - |
| 1.004 | OD210715/2025-2026 Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs, road etc Under 20 cm wide | 721 | metre | - | - |
| 1.005 | 5.2.1a Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,833.6 | sqm | - | - |
| 1.006 | 5.11.1.A.2a Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65) | 1,833.6 | sqm | - | - |
| 1.007 | 5.5.A.1a Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506 | 53.4 | sqm | - | - |
| 1.008 | 5.5.B.2a Modified Penetration Macadam 75 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (B) 75 mm thick :- (II) Bitumen (S-65) | 33.66 | sqm | - | - |
| 1.009 | OD210776/2025-2026 DR PACKING - Dry stone packing in road pavement with good quality blasted rubble including conveyance of materials and labour charges etc complete | 40.5 | cum | - | - |
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