Relaying Of Existing Pumping Main ,Distribution Pipe Due To Widening Of Kiifb Hill High Way Project -Kottiyoor Boys Town To Mananthavadyroad In Wayanad Dist. - Swanthanam Wss , Thonichal Wss In Edavaka Gramapanchayath And Mazhuvannur Wss In Vellamunda Gra
Tender Value
99.14 Lakhs
Estimated cost
Bid Submission
21 Mar 2023
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
edavaka → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Relaying Of Existing Pumping Main , Distribution Pipe Due To Widening Of Kiifb Hill High Way Project -Kottiyoor Boys Town To Mananthavadyroad In Wayanad Dist. - Swanthanam Wss , Thonichal Wss In Edavaka Gramapanchayath And Mazhuvannur Wss In Vellamunda Gramapanchayath
BOQ
| Sl. No. | Item Description |
| 1 | APPENDIX A : SWANTHANAMWSS |
| 2 | Improvement of existing Pumping main |
| 3 | 18.72.15 : Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:100 mm dia Ductile Iron Class K - 9 pipes |
| 4 | 18.70.1 : 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:100 mm dia pipes |
| 5 | 18.71.1 : Providing and laying Double Flanged ( screwed / welded) Centrifugally (Spun) Cast Iron, Class B ( IS : 1536):100 mm dia C.I Double Flanged Pipe |
| 6 | 18.83.2 : Labour for cutting C.I. pipe with steel saw.100 mm diameter C.I. pipe |
| 7 | 100.35.1 : Testing 100mm DI/CI pipeline with potable water to the required test pressure 100 mm dia Observed Data derived from item no.1016 of PHED DATA |
| 8 | 18.30.4 : Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe |
| 9 | 18.68.1 : Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia |
| 10 | 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 1.5 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 (Ref. Item No. 2.10.1 of DSR) |
| 11 | 100.8.1 : 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. (Data Prepared based on PWD SDB - Item No.1009) |
| 12 | 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) |
| 13 | APPENDIX B : THONICHAL WSS |
| 14 | Laying of distribution system |
| 15 | 100.98.234 : Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 63mm Dia. |
| 16 | 100.98.235 : Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 75mm Dia. |
| 17 | 100.98.236 : Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 90mm Dia. |
| 18 | 100.98.237 : Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 110mm Dia. |
| 19 | 100.98.238 : Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 140mm Dia. |
| 20 | 100.98.239 : Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 160mm Dia. |
| 21 | 100.9.6 : Laying UPVC pipesof class 2 to class 6 andspecials, 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).63 mm nominal outer dia pipes. |
| 22 | 100.9.7 : Laying UPVC pipesof class 2 to class 6 andspecials, 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).75 mm nominal outer dia pipes. |
| 23 | 100.9.8 : Laying UPVC pipesof class 2 to class 6 andspecials, 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). 90 mm nominal outer dia pipes.\" |
| 24 | 100.9.9 : Laying UPVC pipesof class 2 to class 6 andspecials, 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).110 mm nominal outer dia pipes. |
| 25 | 100.9.10 : Laying UPVC pipesof class 2 to class 6 andspecials, 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).140 mm nominal outer dia pipes. |
| 26 | 100.9.11 : Laying UPVC pipesof class 2 to class 6 andspecials, 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).160 mm nominal outer dia pipes. |
| 27 | 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 1.5 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 (Ref. Item No. 2.10.1 of DSR) |
| 28 | 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 1.5 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 :\"Ordinary Rock.(Ref. Item No. 2.13.1 of DSR) |
| 29 | 100.8.1 : 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. (Data Prepared based on PWD SDB - Item No.1009) |
| 30 | 15.45.1 : Dismantling C.I pipes including excavation and refilling trenches after taking out the pipes, manually / by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer - in- Charge:Up to 150 mm diameter |
| 31 | 18.12.2 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore |
| 32 | 18.12.3 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work25 mm dia nominal bore |
| 33 | 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 |
| 34 | 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 |
| 35 | 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 |
| 36 | 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 |
| 37 | od113863/2022_2023 : supply 125 mm GI pipe |
| 38 | od114014/2022_2023 : Supply 150 mm GI medium pipe |
| 39 | 100.12.10 : \"Conveying and fixing G.I. 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 Observed Data derivedfrom item no.18.12 of DAR |
| 40 | 18.19.4.2 : Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreVertical |
| 41 | 18.19.6.2 : Providing and fixing gun metal non-return valve of approved quality (screwed end):80 mm nominal boreVertical |
| 42 | 18.31.2.2 : Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc.(the tail pieces if required will be paid separately):125 mm diameterClass II |
| 43 | 18.31.3.2 : Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc.(the tail pieces if required will be paid separately):150 mm diameterClass II |
| 44 | 100.39.2 : \"Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work.80 mm Diameter Pipe.\"\"(Ref No. 439 of PHED Data Book Vol. I.)\" |
| 45 | 100.39.4 : \"Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work.125 mm Diameter Pipe.\"\"(Ref No. 442 of PHED Data Book Vol. I.)\" |
| 46 | 100.39.5 : \"Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work.150 mm Diameter Pipe.\"\"(Ref No. 443 of PHED Data Book Vol. I.)\" |
| 47 | 100.98.440 : Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. |
| 48 | 100.98.448 : Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 40mm |
| 49 | 100.32.1 : Conveying and fixing C I Single acting AirValve of approved qualitywith bolts,nuts,rubber insertions etc . excluding the cost of airvalve(the tail pieces if required will be paid seperately): 25 mmSingle acting Air Valve Observed Data derivedfrom item no.18.59.of DAR |
| 50 | 100.32.2 : Conveying and fixing C I Single acting AirValve of approved qualitywith bolts,nuts,rubber insertions etc . excluding the cost of airvalve(the tail pieces if required will be paid seperately): 40 mmSingle acting Air Valve Observed Data derivedfrom item no.18.59.of DAR |
| 51 | 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) |
| 52 | 100.60.18.1 : Repair work for 1m to 2m length in 15 mm (1/2 inch) house connections, using 20mm PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression specials, including trenching and refilling in all kinds of soil,hire for tools, cost of consumables and labour charges, cost of materials,including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 53 | 100.60.18.2 : Repair work for 1m to 2m length in 20mm (3/4 inch) house connections, using 25mm PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression specials, including trenching and refilling in all kinds of soil,hire for tools, cost of consumables and labour charges, cost of materials,including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 54 | APPENDIX C : MAZHUVANNUR WSS |
| 55 | Relaying of Distribution lines |
| 56 | 100.98.238 : Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 140mm Dia. |
| 57 | 100.9.10 : Laying UPVC pipesof class 2 to class 6 andspecials, 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).140 mm nominal outer dia pipes. |
| 58 | 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 1.5 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 (Ref. Item No. 2.10.1 of DSR) |
| 59 | 100.8.1 : 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. (Data Prepared based on PWD SDB - Item No.1009) |
AI Tender Summary
Tender Timeline
Mar 10, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMar 21, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 23, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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