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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 CrRejected-Finance | ₹15.3 Cr | L1 | Rejected-Finance Quoted amount is very high. Hence rejected. |
Tender Value
Refer Docs
EMD Value
₹15,300
Closing Date
24 Mar 2021, 5:00 pmClosed
Assistant Engineer, LSGD Section, Kattakampal
Office of the Assistant Engineer, LSGD Section, Kattakampal Grama Panchayath, Kattakampal PO, PIN 680544
Kattakampal GP - 2020-21 - (P.No.247/21) - Ayinur Drinking Water Supply Scheme
2021_LSGD_415205_2
19/ET/2020-21/AE/KTKPL
Open Tender
Civil Works - Water Works
240 days
Ayinur, Pazhanji
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,975
Yes
₹15,300
Yes
16 Jul 2021
23 Feb 2021
26 Mar 2021
23 Feb 2021
24 Mar 2021
23 Feb 2021
23 Feb 2021 - 24 Mar 2021
Amount
Bore Well
od1090205/2020_2021 : Investigation charge for the bore well
od1090206/2020_2021 : Drilling 150mm dia borewell suitable to accommodate well pipe of internal dia 180mm or various depth upto below ground level having an overburden in all classes and rock inclusive hire charges etc.complete.
od1090208/2020_2021 : Supplying and fixing casing pipe 180mm 6kg/cm2 PVC (ISI) including cost conveyiance at labour charges etc complete
od1090210/2020_2021 : Supplying 180mm well cap
od1090212/2020_2021 : Yield test charges
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)
5.1.2 : 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
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.2.2 : 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).
5.22.6 : 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
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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
10.26.3 : 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.G.I. pipes
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
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.
od1090214/2020_2021 : Supplying and fixing PVC pipes of ISI marked 75mm dia 6 kgf/cm2 including 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.
18.17.5 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
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
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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
Pipe Laying
od1090204/2020_2021 : Excavating trenches of required width for pipes cables etc including excavation for sockets and dressing of sides ramming of bottoms depth up to .8m including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm 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
od1090207/2020_2021 : Supplying and fixing PVC pipes of ISI marked 50mm dia 10 kgf/cm2 including 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.
od1090209/2020_2021 : Providing and fixing ISI marked PVC pipes including 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. 63mm dia 10kgf/cm2.
od1090211/2020_2021 : Supplying and fixing PVC pipes of ISI marked 50mm dia 6 kgf/cm2 including 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.
18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
18.19.4.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreHorizontal
od1090213/2020_2021 : Supplying and fixing Name board including all charges for board making lettering fixing etc.
Bidder Name
ABDUL LATHEEF PT
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