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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC | ₹2.2 Cr | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L10 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L8 |
| Sl No | Description | Qty | Unit | ABDU K L1 | NAUSHAD M M L2 | RAGHUNATH O L7 | C I CONSTRUCTIONS L10 | VISHNU BABU L4 | TECTONICS ENGINEERING PROJECTS L3 | SHAMEER K L9 | NISHADALI V.M. L8 | ANOOP PATTALATHIL L6 | TECHNO LINE INFRASTRUTERS AND DEVOLOPERS PRIVATE LTD L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||||||||||
| 1.00 | OD58801/2025-2026:JCB for cutting and levelling the site and felling small trees with its roots etc. complete. | 4 | hour | 1,250 ₹5,000 | 1,300 ₹5,200 | 1,350 ₹5,400 | 2,300 ₹9,200 | 1,300 ₹5,200 | 1,390 ₹5,560 | 1,800 ₹7,200 | 1,200 ₹4,800 Lowest | 1,335.4 ₹5,341.6 | 2,000 ₹8,000 |
| 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 | 160 | cum | 270 ₹43,200 | 160 ₹25,600 Lowest | 220 ₹35,200 | 260 ₹41,600 | 220 ₹35,200 | 220 ₹35,200 | 330 ₹52,800 | 400 ₹64,000 | 226.72 ₹36,275.2 | 300 ₹48,000 |
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 40 | cum | 440 ₹17,600 | 270 ₹10,800 Lowest | 460 ₹18,400 | 430 ₹17,200 | 444 ₹17,760 | 460 ₹18,400 | 330 ₹13,200 | 400 ₹16,000 | 455.74 ₹18,229.6 | 600 ₹24,000 |
| 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 | 408.64 | cum | 305 ₹1,24,635.2 | 200 ₹81,728 Lowest | 310 ₹1,26,678.4 | 400 ₹1,63,456 | 310 ₹1,26,678.4 | 310 ₹1,26,678.4 | 325 ₹1,32,808 | 400 ₹1,63,456 | 316.57 ₹1,29,363.16 | 300 ₹1,22,592 |
| 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 | 102.16 | cum | 475 ₹48,526 | 320 ₹32,691.2 Lowest | 580 ₹59,252.8 | 630 ₹64,360.8 | 560 ₹57,209.6 | 545 ₹55,677.2 | 550 ₹56,188 | 400 ₹40,864 | 577.72 ₹59,019.88 | 600 ₹61,296 |
| 1.01 | 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 | 102.16 | cum | 110 ₹11,237.6 | 65 ₹6,640.4 Lowest | 120 ₹12,259.2 | 110 ₹11,237.6 | 112.17 ₹11,459.29 | 110 ₹11,237.6 | 120 ₹12,259.2 | 400 ₹40,864 | 115.3 ₹11,779.05 | 150 ₹15,324 |
| 1.01 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 102.16 | cum | 195 ₹19,921.2 | 110 ₹11,237.6 Lowest | 200 ₹20,432 | 190 ₹19,410.4 | 200 ₹20,432 | 200 ₹20,432 | 210 ₹21,453.6 | 400 ₹40,864 | 206.8 ₹21,126.69 | 200 ₹20,432 |
| 1.01 | 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 | 57.6 | cum | 3,375 ₹1,94,400 | 3,400 ₹1,95,840 | 3,650 ₹2,10,240 | 3,700 ₹2,13,120 | 3,420 ₹1,96,992 | 3,400 ₹1,95,840 | 3,600 ₹2,07,360 | 4,000 ₹2,30,400 | 3,514.38 ₹2,02,428.29 | 3,200 ₹1,84,320 Lowest |
| 1.01 | 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) | 12.8 | cum | 7,050 ₹90,240 | 7,000 ₹89,600 | 7,650 ₹97,920 | 7,600 ₹97,280 | 7,140 ₹91,392 | 6,900 ₹88,320 | 7,650 ₹97,920 | 5,000 ₹64,000 | 7,342.54 ₹93,984.51 | 4,500 ₹57,600 Lowest |
Tender Value
₹2.4 Cr
EMD Value
₹1 L
Closing Date
8 Jun 2026, 5:00 pmClosed
Managing Director KPHCC
KPHCC HEAD OFFICE, CSN STADIUM, PALAYAM, TVPM
Construction of new building for Kottakkal Police Station Malappuram
2026_KPHCC_852204_1
NIT No.05/KPHCC/2026-27
Open Tender
Civil Works - Buildings
Item Rate
450 days
Malappuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,850
₹1 L
2 Jul 2026
21 May 2026
10 Jun 2026
21 May 2026
8 Jun 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS | |||||
| 1.001 | OD58801/2025-2026:JCB for cutting and levelling the site and felling small trees with its roots etc. complete. | - | hour | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | - | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 1 | cum | - | - |
| 1.008 | 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 | - | cum | - | - |
| 1.009 | 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) | - | cum | - | - |
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