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Tender Value
₹2.5 L
EMD Value
₹6,136
Closing Date
18 Mar 2025, 6:00 pmClosed
Assistant Engineer, LID EW Section, Chowannnur Gra
Office of the Assistant Engineer, LID EW Section, Chowannnur Grama Panchayath, Chowannnur PO, PIN 680517
Annual Plan-Chowannur GP - 2024-25 - Pr.No. 128/25-Ettampuram Drinking Water Supply Scheme Extention-General Civil Work
2025_LSGD_732089_2
LSGD/CELSGD/83335/2024-2025
Open Tender
Civil Works - Others
Item Rate
300 days
Chowannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹6,136
Yes
30 Jun 2025
5 Mar 2025
20 Mar 2025
5 Mar 2025
18 Mar 2025
5 Mar 2025
5 Mar 2025 - 18 Mar 2025
Amount
Bore well
OD387719/2024-2025:Drilling 150mm dia borewell suitable to accomodate 180mm internal dia PVC casing pipe as per specification including all cost conveyance, labour charges etc. complete
OD387714/2024-2025:Supplying and fixing 180mm PVC Casing pipe (6kgf/cm2) to the borewell including cost of materials fixing charges etc. complete
OD387713/2024-2025:Supplying ISI marked 180mm PVC cap
OD387717/2024-2025:Testing the water taken from the borewell to know the probability and yield and providing certificate from the authorised laboratory by ground water development
OD387718/2024-2025:Provision for water quality test
Motor shed
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 : 8 graded stone aggregate 40 nominal size)
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
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
5.22.6: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
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 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) : 3 graded stone aggregate 20 mm nominal size).
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
10.5.2:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece
13.46.1:Finishing 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)
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
Pipe Line
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)
OD387721/2024-2025:Excavating trenches of required width for pipes ,cables etc including excavation for sockets and dressing of sides ,ramming of bottoms,depth upto 1.5m,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.All kinds of soil.pipes,cables etc not exceeding 80mm dia (2.10.1.1 modified)
OD405341/2024-2025:Supplying, Laying PVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm (10 kg/cm2) nominal outside diameter pipes. (Water Authority Data 100.9.5. & 100.98.210. Modified)
OD405577/2024-2025:Providing and fixing PVC Ball Valve of approved quality : 40 mm nominal bore Horizontal (18.19.3.1 Modified)
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 : 8 graded stone aggregate 40 nominal size)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
OD405466/2024-2025:Engaging Fitter Grade 1
Hakkeem N (BID ID -2161441)
Bidder Name
Hakkeem N
SIDDIK
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1204326.pdf
boq_comp_chart.xlsx
xlsx
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