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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.1 LAdmitted-Finance KIZHAKKE PARAVILA VEEDU RANDALUMMUKKU EZHUKONE P O | PATHANAMTHITTA | KERALA | 689694 | ₹79.1 L | L1 | Admitted-Finance |
| 2 | L2₹79.2 LAdmitted-Finance | ₹79.2 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AJIN R L2 | RAJAN N (MAHALEKSHMI CONSTRUCTIONS) L1 |
|---|---|---|---|---|---|
| 1.001) SITC (Supply Installation Testing and Commissioning) OF 8 Mtr LOW MAST LIGHTS WITH 4 Nos OF 100W LED FLOOD LIGHTS NEAR ANGANWADI JUNCTION - ELECTRICAL WORKS | |||||
| 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 | 240 | sqm | 20 ₹4,800 | 18 ₹4,320 |
| 1.00 | 2.7.2 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.Hard rock (requiring blasting) | 180 | cum | 892 ₹1,60,560 | 892 ₹1,60,560 |
| 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 | 69.53 | cum | 257 ₹17,869.98 | 257 ₹17,869.98 |
| 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) | 12.82 | cum | 7,932 ₹1,01,656.51 | 7,932 ₹1,01,656.51 |
| 1.00 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 41.7 | sqm | 386 ₹16,096.2 | 386 ₹16,096.2 |
| 1.01 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 116.07 | sqm | 762 ₹88,443.82 | 762 ₹88,443.82 |
| 1.01 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 46.99 | sqm | 1,008 ₹47,367.94 | 1,008 ₹47,367.94 |
| 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) | 24.03 | cum | 10,488 ₹2,52,005.66 | 10,488 ₹2,52,005.66 |
| 1.01 | 5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.8 | cum | 12,772 ₹35,812.69 | 12,772 ₹35,812.69 |
Tender Value
₹79.2 L
EMD Value
₹50,000
Closing Date
7 Apr 2026, 3:00 pmClosed
Regional Engineer
Kerala State Nirmithi Kendra (KESNIK) Second floor ,Civil Station, Kottarakkara
This work consists of construction anganwadicivil works-ground floor, community hall,library cum reading room, vignjaanwadi, plumbing works -ground floor amp first floor, first floor, electrical works -ground floor amp first floor,
2026_KSNK_847941_1
KSNK/TECH/KTR/AGCHA-163/2026
Open Tender
Civil Works - Buildings
300 days
Chamala, Pathanapuram
Refer NIT
7 documents required · 7 mandatory
₹2,500
₹50,000
Yes
29 Jun 2026
19 Mar 2026
10 Apr 2026
19 Mar 2026
7 Apr 2026
19 Mar 2026
19 Mar 2026 - 7 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11) SITC (Supply Installation Testing and Commissioning) OF 8 Mtr LOW MAST LIGHTS WITH 4 Nos OF 100W LED FLOOD LIGHTS NEAR ANGANWADI JUNCTION - ELECTRICAL WORKS | |||||
| 1.001 | 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 | - | sqm | - | - |
| 1.002 | 2.7.2 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.Hard rock (requiring blasting) | - | cum | - | - |
| 1.003 | 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 | 0.2 | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.006 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.2 | sqm | - | - |
| 1.007 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | 5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
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