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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-Finance | ₹2.4 Cr | L1 | Accepted-Finance Lowest bidder |
| 2 | L2₹2.8 Cr+₹34.8 L (14.3%)Accepted-Finance | ₹2.8 Cr+₹34.8 L (14.3%) | L2 | Accepted-Finance 2nd lowest bidder |
Tender Value
₹2.6 Cr
EMD Value
₹1 L
Closing Date
3 Jan 2024, 2:00 pmClosed
Superintending Engineer,
Superintending Engineer, PH Circle, KWA, Kollam
Jal Jeevan Mission -Yeroor Grama Panchayath- Additional work --Pipe line extension for last mile connectivity -Pipeline Work
2023_KWA_635441_1
Re T No.152/2023-24/SE/Q
Open Tender
Civil Works - Water Works
Item Rate
180 days
Yeroor Grama panchayath
As per tender conditions
6 documents required · 6 mandatory
₹8,270
₹1 L
18 Apr 2024
23 Dec 2023
4 Jan 2024
23 Dec 2023
3 Jan 2024
23 Dec 2023
23 Dec 2023 - 3 Jan 2024
Amount
Pipe line extension for last mile connectivity.
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.
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)
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.
100.1.5: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 50 m, in Ordinary Rock.
100.1.13: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 Hard Rock where Blasting is Prohibited.
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.
100.9.8: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): 90 mm nominal outside diameter pipes.
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.
100.9.5: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): 50 mm nominal outside diameter pipes.
100.12.9: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: 100mm diameter nominal bore.
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
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
18.12.5:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
OD198310/2023-2024:Supplying and providing flanged joints in 80 mm GI pipe by cutting GI pipe, supplying and fixing 80 mm MS /GI flanges in pipe by screwded or welded, providing IR sheet in between flanges, jointing flanges using nut bolts and making water tight joint and testing the joint including cost of 80 mm MS/GI flange -1 set, cost of IR sheet, nut and bolt and all other consumables, all labour charges, hire charges of tools etc complete as per the direction of engineer in charge.
OD198309/2023-2024:Supplying and providing flanged joints in 100 mm GI pipe by cutting GI pipe, supplying and fixing 100 mm MS /GI flanges in pipe by screwded or welded, providing IR sheet in between flanges, jointing flanges using nut bolts and making water tight joint and testing the joint including cost of 100 mm MS/GI flange -1 set, cost of IR sheet, nut and bolt and all other consumables, all labour charges, hire charges of tools etc complete as per the 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
18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
OD197702/2023-2024:Supplying and providing valve keys fabicated using MS square tube / MS rod suitable for operating 40 mm to 80 mm size GM whell valve / 80 mm CI sluice valve including cost and conveyence of all materials, all labour charges, all fabrication charges etc complete as per the direction of engineer in charge.
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
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
100.31.1.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class I.
OD24876/2023-2024:Interconnection of existing line of size 110/90/75/63/50mm PVC with new pipe line using equal tee including charges of earthwork and refilling,all labour charges,all material cost,hire charges etc. complete.
OD24877/2023-2024:Interconnecting nely laid 50/63/75/90 mm \ PVC pipe with newly laid 40/50/65/80 mm GI pipes using necessary specials including cost and conveyence of specils, all labour charges and hire charges of tools etc complete as per the direction of engineer in charge.
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)
100.32.1:Conveying and fixing C. I. Single 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): 25mm Single Acting Air Valve.
100.32.2:Conveying and fixing C. I. Single 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): 40mm Single Acting Air Valve.
OD204963/2023-2024:Mapping of Surface assets of KWA (Buildings, Pump Houses, Land, Tanks, Junctions and Valve Locations etc.) and preparation of database with the attributes.
OD204983/2023-2024:GIS Mapping of sub-surface assets of KWA (Pipeline network data from the pumping station to the consumer, including mapping of existing and proposed FHTCs along with consumer no./meter number ) and preparation of database with the attributes as per the engineer in charge . Pipeline database in shape file and in AutoCAD .dxf format and submission of 5 copies in hardcopies .
OD204996/2023-2024:Placing JJM logo and good ACP quality boards
Cost of Materials
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
100.98.221:Supply of PVC Pipe, 8kg/cm2, 63mm Dia.
100.98.220:Supply of PVC Pipe, 8kg/cm2, 50mm Dia.
100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
OD24875/2023-2024:Supplying specials and fittings for PVC pipes.
OD197982/2023-2024:Supply of 100mm dia GI pipe-medium
OD197983/2023-2024:Cost of GI fittings for dia 100mm GI pipe /125 GI/ 150mm GI pipes
100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.
K MOHAMMED KUNHI
Bidder Name
K MOHAMMED KUNHI
Reji Mathew
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