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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC CHAKKITTAPARA KOZHIKODE DISTRICT KOYILANDI TALUK P O CHAKKITTAPARA | ₹7.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical CHAKKITTAPARA KOZHIKODE DISTRICT KOYILANDI TALUK KERALA | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ASHRAF. K.K. L2 | ABHILASH K K L1 |
|---|---|---|---|---|---|
| 1.00water tank | |||||
| 1.00 | 15.3:Demolishing 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. | 7.7 | cum | 3,335.6 ₹25,674.11 | 3,102.88 ₹23,882.87 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1.13 | cum | 2,286.4 ₹2,592.78 | 2,126.89 ₹2,411.89 |
| 1.00 | 15.9.1:Demolishing 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 | 5.67 | cum | 1,087.67 ₹6,164.91 | 1,011.78 ₹5,734.77 |
| 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 | 13.5 | cum | 326.77 ₹4,411.40 | 303.97 ₹4,103.60 |
| 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) | 1.35 | cum | 7,206.35 ₹9,728.57 | 6,703.58 ₹9,049.83 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 7.2 | sqm | 350.78 ₹2,525.62 | 326.31 ₹2,349.43 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 26.4 | sqm | 693.01 ₹18,295.46 | 644.66 ₹17,019.02 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 85.44 | sqm | 916.17 ₹78,277.56 | 852.26 ₹72,817.09 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 26.01 | sqm | 873.2 ₹22,711.93 | 812.28 ₹21,127.40 |
Tender Value
₹8.4 L
EMD Value
₹21,024
Closing Date
12 Jan 2026, 5:00 pmClosed
ASST.EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Tank construction
2025_LSGD_818220_2
TA/LSGD/KKD/228/2025-26
Open Tender
Civil Works - Others
300 days
Balussery
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,855
Yes
₹21,024
Yes
10 Apr 2026
5 Jan 2026
14 Jan 2026
5 Jan 2026
12 Jan 2026
5 Jan 2026
Amount
water tank
15.3:Demolishing 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.
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.9.1:Demolishing 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
2.8.1: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
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
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)
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)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 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
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
10.16.1:Steel 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
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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
8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
OD226423/2025-2026:Providing and fixing 65 mm 80SW PVC u ASTM pipes including jointing of pipes with one step PVC solvent cement, etc complete as per direction of Engineer in Charge.modified 50.18.9.7.2
OD226424/2025-2026:Providing and fixing PVC pipes, fittings including . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, . 75 mm pipe 10 Kgf/cm2 without trenching and refilling
OD226425/2025-2026:Providing and fixing PVC pipes, fittings including fixing the pipe This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- without trenching and refilling
OD226434/2025-2026:Supplying and fitting 160mm pvc rain water gutter semi circular section including fitting witj 32x5 mm flat suppoort 1.00 interval
OD349169/2025-2026:Providing and fixing precoated galvanised iron profile sheets(size,shape pitch of corrugation as provided by engineer in charge 0.35mm (+0.05%)total coated thickness with Zinc coating 120gms per sqm as per IS -277 in 240 mpa steel grade 5-7 microns epoxy primer on both sides of the sheet and polyster top coat 15-18 microns.sheet should have protective guard filim of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12m or as desired by engineer in charge.The sheet shall be fixed using self drilling /self tapping screws of size (5.5x55mm) with EPDM seat, complete upto any pitch in horizontal /verticalor curved surface ,excluding the cost of purlins,rafters,and trusses and including cutting to size and shape wherever required
ASHRAF. K.K. (BID ID -2454254)
Bidder Name
ASHRAF. K.K.
ABHILASH K K
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