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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAccepted-AOC | ₹24.6 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹24.8 LRejected-AOC | ₹24.8 L | L2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | P ANILKUMAR L1 | SHIBU K L2 |
|---|---|---|---|---|---|
| 1.00Civil work | |||||
| 1.01 | 15.7.4Demolishing brick work manually / by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as
per direction of Engineer-in-Charge.In cement mortar | 15.64 | cum | 2,091 ₹32,703.24 | 2,090.08 ₹32,688.85 |
| 1.02 | 15.3Demolishing R.C.C. work manually / by mechanical means including stacking of
steel bars and disposal of unserviceable material with in 50 metres lead as per
direction of Engineer -in-Charge. | 38.29 | cum | 3,605 ₹1.4 L | 3,603.35 ₹1.4 L |
| 1.03 | 15.9.1Demolishing stone rubble masonry manually / by mechanical means including
stacking of serviceable material and disposal of unserviceable material within 50
metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 12 | cum | 1,350 ₹16,200 | 1,300 ₹15,600 |
| 1.04 | 2.31Clearing 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 | 225 | sqm | 18 ₹4,050 | 17.84 ₹4,014 |
| 1.05 | 2.8.1Earth 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 | 175 | cum | 355 ₹62,125 | 353.01 ₹61,776.75 |
| 1.06 | 4.1.8Providing 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) | 1.6 | cum | 7,800 ₹12,480 | 7,784.81 ₹12,455.70 |
| 1.07 | 5.9.1Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 22.56 | sqm | 380 ₹8,572.80 | 378.95 ₹8,549.11 |
| 1.08 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 100.25 | sqm | 750 ₹75,186 | 748.64 ₹75,049.66 |
| 1.09 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,
Pillars, Piers, Abutments, Posts and Struts | 48 | sqm | 990 ₹47,520 | 989.72 ₹47,506.56 |
Updated dates
Tender Value
₹24.8 L
EMD Value
₹50,000
Closing Date
3 Feb 2026, 4:00 pmClosed
Regional Engineer 8111882858
Regional Nirmithi Kendra Vattiyoorkavu Ph No 0471 2362229
Demolishing work,clearing jungle,earthwork,PCC,centering,shuttering,steel reinforcement,plastering,primer,exterior paint,steel work,plumbing,Enamel painting
2026_KSNK_829122_1
KSNK/TECH/VKV/OHTK-134/2026
Open Tender
Civil Works - Buildings
180 days
Kudappanakkunnu
Refer NIT
6 documents required · 6 mandatory
₹2,500
₹50,000
Yes
19 May 2026
20 Jan 2026
5 Feb 2026
20 Jan 2026
3 Feb 2026
20 Jan 2026
20 Jan 2026 - 3 Feb 2026
Civil work
15.7.4Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
15.3Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
15.9.1Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
2.31Clearing 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
2.8.1Earth 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
4.1.8Providing 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)
5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
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)
13.4.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.43.1Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.47.1Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additivesof required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
10.16.1Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
13.62.1Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Plumbing work
100.1.4 Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 4.5m but not exceeding 6m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
OD284713/2025-2026Providing and fixing HDPE pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step solvent cement/teflon coat/heat with required temperature and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 10Kgf/cm2 - External work - Exposed on wall
100.11.7Conveying and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., but excluding cost of pipes and fittings for Internal work, Exposed on Wall: 65mm diameter nominal bore.
OD284747/2025-2026 Providing and fixing HDPE pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step solvent cement/teflon coat/heat with required temperature and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 10Kgf/cm2 - External work - Exposed on wall
Maintenance of Pump House
14.1.1Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing andplastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
4.1.8Providing 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)
11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
22.5Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry
13.46.1Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Electrical work
OD283765/2025-2026 Repairing and Repositioning Existing panel board with same fittings and fixtures etc complete but including necessary material other than fittings and excluding ELCB/Isolator/cable etc…
1.14.1Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required2x1.5 sq.mm + 1x1.5 sq.mm earth wire
OD283851/2025-2026Providing and fixing LED lights with bulk head and necessary screws
OD283853/2025-2026Providing and laying UG cable 4 core as per the suggestion from Engineer in Charge
1.10.1Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group A
OD283874/2025-2026 Providing and fixing Motor Control Starter as per the direction by Engineer in charge
OD283876/2025-2026 Supplying and fixing single tube set (electronics) and other accessories
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