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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC M C ROAD ANGAMALY ERNAKULAM | ANGAMALY | ERNAKULAM | KERALA | ₹2.5 Cr | L1 | Accepted-AOC lowest |
| 2 | L2₹2.6 Cr+₹4.7 L (1.85%)Rejected-AOC | ₹2.6 Cr+₹4.7 L (1.85%) | L2 | Rejected-AOC 2nd lowest |
| 3 | L3₹2.6 Cr+₹8.6 L (3.39%)Rejected-AOC | ₹2.6 Cr+₹8.6 L (3.39%) | L3 | Rejected-AOC 3rd lowest |
Tender Value
₹2.4 Cr
EMD Value
₹1 L
Closing Date
3 Oct 2023, 11:00 amClosed
The Regional Project Director, KRWSA Malappuram
Kerala Rural Water Supply and Sanitation Agency, Regional Project Management Unit, Malappuram, MMC.X/108-112, UMK Tower, Uphill, Jubilee Road, Near Passport Office, Malappuram P.O. - 676 505
Jal Jeevan Mission - Full Coverage to Elavally Grama Panchayath in Thrissur District - Package 4 - Distribution line to Kakkassery zone
2023_KRWSA_605615_1
55/JJM/KRWSA/MPM/ELY4/2023
Open Tender
Civil Works - Water Works
Item Rate
270 days
Elavally GP in Thrissur District
As per NIT
7 documents required · 7 mandatory
₹7,500
₹1 L
4 Dec 2023
22 Sept 2023
4 Oct 2023
22 Sept 2023
3 Oct 2023
22 Sept 2023
22 Sept 2023 - 28 Sept 2023
Amount
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)
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, traffice 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
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm.
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 32mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 40mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 40mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 50mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 50mm Dia
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 63mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 63mm Dia..
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 75mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 75mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 75mm Dia..
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 90mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 90mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 90mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 110mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 110mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 110mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 140mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 140mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 140mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 160mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 8kg/cm2, 160mm Dia.
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 160mm Dia.
Excavating trenches of required width for pipes, cables, etc incl uding excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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 50 m :"Ordinary Rock.
"Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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 50 m :Medium Rock (blasting prohibited)
"Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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 50 m :Hard Rock(Blasting Prohibited)
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(including supply and laying charges of pipe specials of same class as that of pipe)25 mm nominal outer dia pipes
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(including supply and laying charges of pipe specials of same class as that of pipe)32 mm nominal outer dia pipes.
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(including supply and laying charges of pipe specials of same class as that of pipe).40 mm nominal outer dia pipes.
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)50 mm nominal outer dia pipes.
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)63 mm nominal outer dia pipes.
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)75 mm nominal outer dia pipes.
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)90 mm nominal outer dia pipes."
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(including supply and laying charges of pipe specials of same class as that of pipe).110 mm nominal outer dia pipes.
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(including supply and laying charges of pipe specials of same class as that of pipe)140 mm nominal outer dia pipes.
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)160 mm nominal outer dia pipes.
Providing and fixing G.I. medium pipes complete with G.I fittings including trenching and refilling etc. External work15 mm dia nominal bore
Providing and fixing G.I.medium pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore
Providing and fixing G.I. medium pipes complete with G.I fittings including trenching and refilling etc. External work25 mm dia nominal bore
Providing and fixing G.I. medium pipes complete with G.I fittings including trenching and refilling etc. External work32 mm dia nominal bore
Providing and fixing G.I.medium pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
Providing and fixing G.I.medium pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
Providing and fixing G.I.medium pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
Providing and fixing G.I.medium pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
Supply of GI Pipe Medium 100mm
Supply of GI Pipe Medium 125mm
Supply of GI Pipe Medium 150mm
Conveying and fixing G.I.medium pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 100 mm dia nominal bore
"Conveying and fixing G.I.medium pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 125 mm dia nominal bore
Conveying and fixing G.I.medium pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 150 mm dia nominal ore
Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia.
Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 200 mm dia Ductile Iron Class K-9 Pipes
Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:200 mm dia Ductile Iron Class K- 7 pipes
Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :200 mm dia Ductile Iron Double Flanged
Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia
Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:200 mm dia pipes
Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe
Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 125mm.
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm.
Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.
Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc excluding the cost of air valve(the tail pieces if required will be paid seperately):25 mm Single acting Air Valve
Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately):40 mm Single acting Air Valve
Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):50 mm dia
Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):80 mm dia
Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS2, Size 80mm.
Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS2, Size 100mm.
Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 100mm.
Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :150 mm diameter. Class I"
"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 200 mm diameter. Class I"
Fabricating MS pipes of size 200mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.
Cutting 200 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
Welding 200 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
Grinding cut and weld edges of 200 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
Fabricating MS pipes of size 250mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates
Cutting 250 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
Welding 250mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
Grinding cut and weld edges of 250 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.
Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, stand post with 63 mm 6kg/cm2 pvc pipe height of 1 mtr, concrete palform of size 60*60*7.5cm,but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains from 140mm to 200mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, stand post with 63 mm 6kg/cm2 pvc pipe height of 1 mtr, concrete palform of size 60*60*7.5cm,but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers.
Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.
Providing 20mm (1/2 inch) PVC Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers.
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)
Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
Surveying with Electronic Total Station with single prism in normal terrain and normal traffic
Conducting field inspection, analyzing the survey results and other collected data collected during field inspection, designing the pipe line networks using the EPANET for providing hydraulically feasible FHTCs
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
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)
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
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
DIL M GOVIND
Naseer.K.M
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