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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.1 L+₹18,417.29 (2.67%)Rejected-Finance SUBHADRA K T CHAVAKKAD | L2 | Rejected-Finance L2 |
Tender Value
₹10 L
EMD Value
₹25,000
Closing Date
28 May 2020, 5:00 pmClosed
Assistant Engineer
O/O Assistant Executive Engineer, LSGD Sub Division, Chowannur Block Panchayath, Thrissur-680517
2020-21 Chowannur Block panchayath MANAPPADI KOLLAMPADI LINK ROAD DWSS -KADANGODE GP(pno 38/21)
2020_LSGD_357472_1
38/AE/CHNR/2020-21
Open Tender
Civil Works - Others
Item Rate
180 days
KADANGODE GP
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,380
online
₹25,000
19 Jan 2021
19 May 2020
2 Jun 2020
19 May 2020
28 May 2020
19 May 2020
Amount
BORE WELL
od595494/2020_2021 : Drilling 150mm dia borewell suitable to accomodate 180mm internal dia PVC casing pipe as per specification including all cost conveyance ,labour charges etc...complete
od595497/2020_2021 : Testing the water taken from the borewell to know the probability and yield and providing certificate from the authorised laboratory by ground water development
od595499/2020_2021 : supplying and fixing 180mm PVC Casing pipe (6kgf/cm2)to the borewell including cost of materials fixing charges etc complete
od595503/2020_2021 : suppluing ISI MARKED 180MM PVC CAP
od595506/2020_2021 : Supplying and fixing RCC ,well cover for 180 mm bore well
water tank
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)
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
5.11.1 : Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
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
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)
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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).
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
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
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
10.26.1 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube
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
18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
PIPE LAYING
od595493/2020_2021 : 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)
od614816/2020_2021 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement with testing of joints including cost of specials etc.complete as per direction of Engineer in charge.50mm dia 10kgf/cm2
od595501/2020_2021 : Supplying and fixing PVC pipes of 25MM 10 kg including specials from the stacking place at site with solvent cement etc., lovering in to the trenches already made, placing in position, aligning the pipe line to the line and level jointing the pipe and specials with solvent cement and testing the pipe line with water to the required test pressure, including hire charges for all tools testing equipments cost and conveyance of water etc.. complete<br>
od595505/2020_2021 : Supplying and fixing PVC pipes of 50MM 6kg including specials from the stacking place at site with solvent cement etc., lovering in to the trenches already made, placing in position, aligning the pipe line to the line and level jointing the pipe and specials with solvent cement and testing the pipe line with water to the required test pressure, including hire charges for all tools testing equipments cost and conveyance of water etc.. complete<br>
18.19.4.2 : Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreVertical
od595510/2020_2021 : PVC VALVE
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 : 4 graded stone aggregate 20 mm nominal size)
51.18.12.6 : Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) External work - 50 mm nominal dia
16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete
Pump house
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)
50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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).
5.9.3 : Centering 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
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
10.5.1 : 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 M.S. angels 40x40x6 mm for diagonal braces
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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
od595509/2020_2021 : supplying and fixing name board
NARAYANAN T
Bidder Name
NANDANAN M
NARAYANAN T
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finance_503309.pdf
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