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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹89.0 LAccepted-AOC NIL | 1 | Accepted-AOC 1ST LOWEST | |
| 2 | 2₹91.4 L+₹2.4 L (2.68%)Rejected-AOC | 2 | Rejected-AOC 2ND LOWEST |
Tender Value
₹84.0 L
EMD Value
₹50,000
Closing Date
4 Apr 2023, 5:00 pmClosed
Executive Engineer
Executive Engineer PH Division Irinjalakuda
JJM 2021 22 Athirappilly GP WSS to Araikap colony at Malakkapara in Athirappilly Panchayath pipe line work
2023_KWA_568895_1
100/EE/PHD/IJK/2022-23
Open Tender
Civil Works - Water Works
Item Rate
180 days
Athirappilly
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
₹50,000
4 May 2023
24 Mar 2023
5 Apr 2023
24 Mar 2023
4 Apr 2023
24 Mar 2023
24 Mar 2023 - 4 Apr 2023
Amount
Cost of Materials- Providing Gravity mains between tanks to tanks and Distribution Net Work at colony Area
100.98.155:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 110mm Outer Dia.
100.98.133:Supply of HDPE Pipe PE 100 (IS 4984/1995), 8kg, 75mm Outer Dia.
100.98.152:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 63mm Outer Dia.
100.98.132:Supply of HDPE Pipe PE 100 (IS 4984/1995), 8kg, 63mm Outer Dia.
100.98.171:Supply of HDPE Pipe PE 100 (IS 4984/1995), 12.5kg, 50mm Outer Dia.
100.98.151:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 50mm Outer Dia.
100.98.131:Supply of HDPE Pipe PE 100 (IS 4984/1995), 8kg, 50mm Outer Dia.
OD171788/2022-2023: Cost of PE specials @5%
100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.
100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
100.98.482:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 100mm.
Working Charges- Providing Gravity mains between tanks to tanks and Distribution Network at Colony area
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.
100.10.2:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 110mm Nominal Outer Diameter Pipes.
OD175463/2022-2023:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 75mm Nominal Outer Diameter pipes.
OD171784/2022-2023:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 63mm Nominal Outer Diameter pipes.
OD171785/2022-2023:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the trenches already made, testing the line to suitable pressure with potable water before back filling and levelling the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 50mm Nominal Outer Diameter pipes.
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
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
18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
OD171786/2022-2023:Providing and fixing GI pipes complete with GI fittings including trenches and refilling etc. External work. 100mm dia GI pipe
100.31.2.2: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): 100mm diameter, Class II.
18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
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
18.17.3:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
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.
18.30.2:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:100 mm diameter pipe
OD176335/2022-2023:Providing and fixing 110mm Protection tube for control valves in distribution line
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)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
OD171787/2022-2023:Headload using Beldar/Coolie for transporting construction/pipe laying materials from truck reaching point to construction/pipelaying site through highly steep area upto 2.0 kms
Providing 5000/2000 litres capacity of ISI make PVC break pressure/storage tanks with platform, provide barbed wire fencing around the tank platform
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
2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock
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)
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)
7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
OD171797/2022-2023:PVC storage tank of 5000 litre capacity made of Virgin polymer Granules , with food grade polymer with FDA approval ,Phthalate Free Polymer Granules & Additives ,100% UV Stabilised tank and lid ,multiple layers(should have minimum 2 layers),Multi ribbed design
OD175358/2022-2023:PVC storage tank of 2000 litre capacity made of Virgin polymer Granules , with food grade polymer with FDA approval ,Phthalate Free Polymer Granules & Additives ,100% UV Stabilised tank and lid ,multiple layers(should have minimum 2 layers),Multi ribbed design
16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
16.18.1:Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
OD171798/2022-2023:Headload using Beldar/Coolie for transporting construction/pipe laying materials from truck reaching point to construction/pipelaying site through highly steep area upto 2.0 kms
Providing Pressure Filter with Platform and provide barbed wire fencing around the pressure filter platform
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)
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)
7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
OD171799/2022-2023:Supply, erection of vertical MS cylindrical multi-grade pressure filter with suitable accessories such as dished ends, painted externally with epoxy enamel paint one coat, red oxide one coat, two coat enamel paint of approved colour including cost of all front pipe works, valves, filter media and all other incidental works etc after constructing suitable size , basement and RCC platform for the pressure filter if necessary, including trial running with the following parameters. Model-Mannual, Dish end thickness-8 mm, Shell thickness-8 mm, Top distributor-100 mm, Bottom collector-100 mm, Maximum flow rate-25 m3/ Hr, HOS-Sand, Pipe size-80mm, Max working pressure-12 kg, Minimum working pressure-10kg, Material construction-Mild Steel, Painting internal-Non-corrosive, Working hours-24hrs, 50 mm Air valve-1No., Pressure gauge having dia 100 mm-2 nos, Discharge-12 m3/hr, Head-38 mtr
16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
16.18.1:Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
OD171800/2022-2023:Headload using Beldar/Coolie for transporting construction/pipe laying materials from truck reaching point to construction/pipelaying site through highly steep area upto 2.0 kms
Providing 61 Nos Service Water Connections
100.60.13.1.2:Providing 15mm (1/2 inch) house connection with 15mm water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5m using 20mm ( 1/2 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, 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, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
100.60.15.1.1:Providing additional length of house connection pipe using 20 mm (1/2 inch) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PN16 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.
100.60.10.4.1: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.
100.60.12.3.1: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.
OD171801/2022-2023:Supplying and Cutting 75/90mm PVC pipes to suitable length for vertical post to street hydrant including necessary earth work excavation, refilling etc and including cost of PVC pipe
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)
OD171802/2022-2023:Headload using Beldar/Coolie for transporting construction/pipe laying materials from truck reaching point to construction/pipelaying site through highly steep area upto 2.0 kms
Supply, Erection and Commissioning of Open Well Type Submersible Pumpset & Supplying and fixing in position of 1.80 dia Ferro cement Pump house
OD171790/2022-2023:Providing 1.80m dia Ferro cement pump control room having 5.0mm wall thickness, 1.8 mtr inside radius, 2.4 mtr hight, with conical roof, 90cmx210cm MS door with locking arrangements, 60cmx45cm MS ventilator, painting with appropriate color in 2 coats, adequate foundations etc. complete as per direction of deptl officers.
OD171791/2022-2023:Headload using Beldar/Coolie for transporting construction/pipe laying materials from truck reaching point to construction/pipelaying site through highly steep area upto 2.0 kms
Automation of Submersible Pump Houses
OD171792/2022-2023:Mobile operated GSM module including 2 year warranty and all taxes
OD171793/2022-2023:Compatible Soft starter & related accessories and installation up to 20HP including 2 year warranty, all Taxes etc.
OD171794/2022-2023:Works related to panel / starter standardization
OD171795/2022-2023:Arrangements for Disinfection purpose
OD171796/2022-2023:Purchase of metering pumps for dosing disinfection
K.K.Babu
Bidder Name
K.K.Babu
SIDHARTH H
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