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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.5 L+₹28,680.83 (3.98%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹8.1 L+₹93,484.01 (13.0%)Rejected-AOC CHATHANADU HOUSE CHEMBUMUKKU | L3 | Rejected-AOC L3 | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Has not submitted hard copy of bid documents |
Tender Value
₹9.8 L
EMD Value
₹24,548
Closing Date
6 Dec 2023, 3:00 pmClosed
Ast.Exe.Engineer
Ast.Exe.Engineer water supply subdivision Kalamassery
Laying PVC pipe at Vellattupadam in ward no.35-Providing laying water supply distribution line at vellattupadam road and Kinattishala road in ward no.35 of Thrikkakara Municipality to improve the water supply in Thrikkakkara muncipality
2023_KWA_623716_1
WRD/KWA-CE(CR)/TR/3724/2022
Open Tender
Civil Works - Water Works
Item Rate
180 days
Thrikkakara
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,165
₹24,548
28 Feb 2024
23 Nov 2023
8 Dec 2023
23 Nov 2023
6 Dec 2023
23 Nov 2023
Amount
Appendix A- Laying 160mm PVC at Vellattupadam Road
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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, in all kinds of soil.
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
100.9.11:Laying uPVC 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): 160 mm nominal outside diameter pipes.
OD41736/2022-2023: Supplying of GI pipe medium 150 mm
OD41878/2022-2023:Supplying GI bend
OD40927/2022-2023:Supplying 160mm pvc Bend 6kg/cm2
OD40930/2022-2023:Supplying 160mm pvc end cap 6kg/cm2
100.98.1008:Engaging Coolie.
OD40932/2022-2023:Interconnection with the newly laid 160mm PVC with existing 160mm PVC pipe with suitable specials and tapping with required specials including necessary earthwork excavation
OD41905/2022-2023:Cost of 150 mm CID Joint
100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore.
16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
100.98.436:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 80mm.
100.32.4:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 80mm Double Acting Air Valve.
OD241818/2022-2023:Supply of Traffic Cone with 1 mtr chain + 1 hooks and the cone should be a single piece made of PVC/synthetic rubber/natural rubber. Strong and stable construction with UV stabilized bright fluorescent Red for high visibility. Material must be flexible, durable and impact proof (vehicle- hits should not break the cones or damage the vehicles). For night visibility long sight detection white colour retro-reflective sleeves of minimum B" (eight inches) must be provided. Also Should be easily deployable, stackable and have a provision to interconnect with other cones to act as barricade. Height should be not less than 750 mm and have a square base with each side measuring not less than 375mm (three hundred and seventy five) (+15)(fifteen) mm. Weight should be about 3.5 Kg to 4 Kg. 'KERALA WATER AUTHORITY' must be embossed or stickered on the Cone. Should be visible from a distance of about 500 (five hundred) meters during the day time and from at least 150 (one hundred and fifty) meters during heavy tropical rain and night time with light falling on it. Should have white colour retro-reflective weather proof tapes on the cones for high visibility. Minimum three years warranty with full replacement is required for the cone etc.complete as per the direction of Engineer in charge
OD241819/2022-2023:Supply of Rectangular traffic Caution Boards with reflector and the size should not be less than 600x450 Board frame made from 25x25size MS square tube and 1.6 mm thick M.S. Sheet or suitable materials. The Sign Boards shall be painted with two coats of synthetic enamel paint as per IRC: 67-2012 or printed the caution details. The board frame shall be welded to the sign post with painted MS square pipe size not less than 50x32 and the base of the post shall be made with painted MS angle of 50X50X5 mm size. The total height of the board shall be minimum 1.5m etc. complete as per the direction of Engineer in charge
Appendix B- Laying 63mm PVC line at Kinattishala Road
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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, in all kinds of soil.
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
100.9.6:Laying uPVC 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): 63 mm nominal outside diameter pipes.
50.18.9.20.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend
OD95679/2022-2023:Interconnecting the existing 63mm PVC line using 63mm PVC pipe
100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia.
18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
OD95712/2022-2023:Supplying GI bend 50mm and accessories
100.32.3:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 50mm Double Acting Air Valve.
50.18.9.20.8:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia End cap
16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
ABDUL SAMAD K B
AKHIL SAJEEVAN
Bidder Name
AKHIL SAJEEVAN
ABDUL SAMAD K B
Anandhu cs
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_939415.pdf
boq_comp_chart.xlsx
xlsx
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