}

Jjm Phase I 2020 21 Velinalloor Grama Panchayath Providing Functional House Hold Tap Connections And Providing Pipe Line Extensions In Velinalloor Gp Part I, Velinalloor-Kerala

Kerala Water Authority-KWA has published Jjm Phase I 2020 21 Velinalloor Grama Panchayath Providing Functional House Hold Tap Connections And Providing Pipe Line Extensions In Velinalloor Gp Part I. Submission Date for this Tender is 01-02-2021. Pipe Laying Tenders in Velinalloor Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

26591835
Corrigendum : Jjm Phase I 2020 21 Velinalloor Grama Panchayath Providing Functional House Hold Tap Connections And Providing Pipe Line Extensions In Velinalloor Gp Part I
Open Tender
Indian
Kerala
Velinalloor
01-02-2021

Tender Details

Jjm Phase I 2020 21 Velinalloor Grama Panchayath Providing Functional House Hold Tap Connections And Providing Pipe Line Extensions In Velinalloor Gp Part I

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 22-Jan-2021 Extension Date 28-01-2021
2 29-Jan-2021 extension Date 01-02-2021

Key Value

Document Fees
INR 2800 /-
EMD
INR 50000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:JJM - Phase I-2020-21 - Velinalloor Grama Panchayath - Providing functional House hold tap connections and providing pipe line extensions in Velinalloor GP-PART- I
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Working Charges BI01010001010000000000000515BI0100001112
2 1.01 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, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. BI01010001010000000000000515BI0100001113 75 Nos
3 1.02 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, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. BI01010001010000000000000515BI0100001114 80 Nos
4 1.03 Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing AC / GI mains up to 125 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, GI / MS / SS 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.\n\n BI01010001010000000000000515BI0100001115 15 Nos
5 1.04 Providing 20mm (3/4 inch) house connection with 15mm (1/2 inch) water meter from existing AC / GI mains from 150mm to 200mm dia., up to a length of 5 m using 25mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, GI / MS / SS 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.\n\n BI01010001010000000000000515BI0100001116 50 Nos
6 1.05 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. BI01010001010000000000000515BI0100001117 2200 m
7 1.06 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 BI01010001010000000000000515BI0100001118 60 m
8 1.07 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. BI01010001010000000000000515BI0100001119 220 Nos
9 1.08 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. BI01010001010000000000000515BI0100001120 100 Nos
10 1.09 Geotagging of the FHTC and preparing as laid drawing as per the direction of departmental officers BI01010001010000000000000515BI0100001121 220 Nos
11 2 Providing FHTC BI01010001010000000000000515BI0100001122
12 2.01 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 :All kinds of soil BI01010001010000000000000515BI0100001123 1732.5 cum
13 2.02 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. BI01010001010000000000000515BI0100001124 742.5 cum
14 2.03 Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals.\n BI01010001010000000000000515BI0100001125 1500 m
15 2.04 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 (excluding cost of pipes and specials).\n90 mm nominal outer dia pipes." BI01010001010000000000000515BI0100001126 2000 m
16 2.05 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 (excluding cost of pipes and specials).\n75 mm nominal outer dia pipes. BI01010001010000000000000515BI0100001127 2500 m
17 2.06 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 (excluding cost of pipes and specials)\n50 mm nominal outer dia pipes. BI01010001010000000000000515BI0100001128 250 m
18 2.07 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 (excluding cost of pipes and specials).\n63 mm nominal outer dia pipes. BI01010001010000000000000515BI0100001129 200 m
19 2.08 Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work.65 mm dia nominal bore. BI01010001010000000000000515BI0100001130 700 m
20 2.09 Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work.80 mm dia nominal bore BI01010001010000000000000515BI0100001131 200 m
21 2.1 Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work.40 mm dia nominal bore BI01010001010000000000000515BI0100001132 50 m
22 2.11 Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work.50 mm dia nominal bore BI01010001010000000000000515BI0100001133 30 m
23 2.12 Interconnection of newly laid pipe line with the existing PVC line including cost of specials BI01010001010000000000000515BI0100001134 20 Nos
24 3 Cost of materials BI01010001010000000000000515BI0100001135
25 3.01 Supply of PVC Pipe, 8kg/cm2, 75mm Dia. BI01010001010000000000000515BI0100001136 2500 m
26 3.02 Supply of PVC Pipe, 8kg/cm2, 90mm Dia. BI01010001010000000000000515BI0100001137 2000 m
27 3.03 Supply of PVC Pipe, 6kg/cm2, 63mm Dia\n BI01010001010000000000000515BI0100001138 200 m
28 3.04 Supply of PVC Pipe, 6kg/cm2, 50mm Dia. BI01010001010000000000000515BI0100001139 250 m
29 3.05 Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. BI01010001010000000000000515BI0100001140 2 Nos
30 3.06 "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) : 80 mm diameter. Class I" BI01010001010000000000000515BI0100001141 2 Nos
31 3.07 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore BI01010001010000000000000515BI0100001142 3 Nos
32 3.08 Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Large Orifice Type S2, Size 20mm. BI01010001010000000000000515BI0100001143 6 Nos
33 3.09 fixing CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Large Orifice Type S2, Size 20mm. BI01010001010000000000000515BI0100001144 6 Nos
34 3.1 Providing and fixing enclosed type 200 mm Bulk water meter of woltman type confirming ISO4064 class B and tested and certified complete with bolts, nuts, rubber,insertions etc. BI01010001010000000000000515BI0100001145 1 No
35 4 Road restoration, Providing Granular Sub base BI01010001010000000000000515BI0100001146
36 4.01 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.\nNominal concrete 1:3:6 or richer mix (i/c equivalent design mix) BI01010001010000000000000515BI0100001147 52.545 cum
37 4.02 Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road BI01010001010000000000000515BI0100001148 53.5 sqm
38 4.03 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.\n\n BI01010001010000000000000515BI0100001149 51 sqm
39 4.04 Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) BI01010001010000000000000515BI0100001150 51 sqm
40 4.05 Note: GST @ 12% of bill amount will be paid additionally. BI01010001010000000000000515BI0100001151
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