Deposit Work 2019-20- Kainakary Grama Panchayat - Replacing Damaged Distribution Main During Flood 2019 Towards Kanakassery Ihdp Colony Including Providing Water Connections To Sc Beneficiaries In Ward - 15 Of Kainakary Panchayat Deposit Work 2019-20- Kai
Tender Value
15.15 Lakhs
Estimated cost
Bid Submission
20 Jun 2022
0 days left
EMD
37900
Bank guarantee accepted
Document Fee
2800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kainakary → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Deposit Work 2019-20- Kainakary Grama Panchayat - Replacing Damaged Distribution Main During Flood 2019 Towards Kanakassery Ihdp Colony Including Providing Water Connections To Sc Beneficiaries In Ward - 15 Of Kainakary Panchayat Deposit Work 2019-20- Kainakary Grama Panchayat - Replacing Damaged Distribution Main During Flood 2019 Towards Kanakassery Ihdp Colony Including Providing Water Connections To Sc Beneficiaries In Ward - 15 Of Kainakary Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | APPENDIX - A : Replacing existing damaged 140mm PVC pipe from Chakkrapuraykkal Motor thara to Thattunkal Cemetery - Working Charges |
| 2 | 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 |
| 3 | 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. |
| 4 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m |
| 5 | Engaging man mazdoor for bailing out water from trenches |
| 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).110 mm nominal outer dia pipes. |
| 7 | supplyingConveying and laying 110 mm dia (8kg/cm2) HDPE IN CANAL CROSSING INCLUDING TRENCHING the river bed using drivers insert in the pipe in to the casing tube aligning the pipe and lowering the pipe in to the trenches testing the pipe line in to the suitable pressure with potable water including labour charges hire for appliance electro fusion jointing to complete |
| 8 | Supplying and fixing 150mm diacasing tube(250mmOD)1;2;4 Mix,45cm long.volume=3.14/4(.25^2-.15^2)X.45X10no |
| 9 | Supplying, 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) : 100 mm diameter. Class I\" |
| 10 | Providing 20mm GM air valve in 90mm PVC pipe line using 90mm X 20mm PVC saddle and specials including cost of materials and labour charges etc. complete. |
| 11 | Providing protection tube to the valve using 160 mm PVC pipe after conveying the pipe , cuttingin to suitable size placing in position etc complete. |
| 12 | Providing connection between existing line of dia 140mm PVC pipe line with newly laid 110 mm PVC pipe line using necessary Reducer for connection works including cost of all specials, all labour charges etc complete as per direction of departmental officers. |
| 13 | APPENDIX - B : Replacing damaged Canal crossing at Koleth Jetty - Working Charges |
| 14 | 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. |
| 15 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar |
| 16 | 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 ( |
| 17 | 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. |
| 18 | supplyingConveying and laying 160 mm dia (10kg/cm2) HDPE IN CANAL CROSSING INCLUDING TRENCHING the river bed using drivers insert in the pipe in to the casing tube aligning the pipe and lowering the pipe in to the trenches testing the pipe line in to the suitable pressure with potable water including labour charges hire for appliance electro fusion jointing to complete |
| 19 | Supplying 200 mm dia casing tube (300 mm Outer Dia) 1;2;4 Mix, 45cm long, |
| 20 | Engaging man mazdoor for bailing out water from trenches |
| 21 | 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. |
| 22 | Jointing Newly laid 160mm HDPE with existing 160mm PVC pipe by CIR joint. |
| 23 | Interconnecting the existing 140 mm PVC line with the newly laid 160mm mm pvc pipe by cutting the existing 160 mm PVC pipe diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of cut ends, inserting 140mm x 140mm PVC TEE, 160mm X 140mm PVC reducer supplied by the contractor and placing in position, jointing with solvent cement and CIR joints, testing to the required test pressure, including necessary earth work excavation, cost of specials supplied by the contractor, labour charges , and hire for tools etc; complete. |
| 24 | 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: |
| 25 | Supplying, 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\" |
| 26 | APPENDIX - D : Cost of Materials |
| 27 | Supplying PVC pipe (6kg/cm2) -110mm diaincluding specials as per relavent IS specification for the satisfactory completion of the work |
| 28 | Supplying PVC pipe (6kg/cm2) -160mm dia - including specials as per relavent IS specification for the satisfactory completion of the work |
| 29 | APPENDIX - C : Providing house hold water connection |
| 30 | Providing 20mm dia house connection with 15mm water meter from existing PVC/HDPE mains upto 110mm dia, up to a length of 5m using (20mm) ASTM schedule 80 pipes and ASTM/GI/GM/Brass specials specials viz, brass hexagonal nipples, 2nos of GM full way wheel valve, bend, union, suitable size saddle piece etc. and connecting the newly laid pipes, testing the joints etc, complete including trenching and refilling in all classes up to a depth of 1.50m for main line tracing and trench of 0.20 X 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, traffic control etc. complete. Including cost of material, hire and labour charges but excluding cost of water meter and meter box and excluding hire charges for cutting the concrete / tarred / bituminous roads. |
| 31 | cost of 15mm, B class multi jet water meter having ISI Mark and approved make |
| 32 | Amount to be paid at KWA office for Meter testing fee |
| 33 | Amount to be paid at KWA office for Application Fee, Connection fee up to 30m length and inside installation charge. |
| 34 | Providing and fixing 20mm dia ASTM standard UPVC schedule 80 pipes including all specials. This includes jointing of pipes & fittings with solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. |
| 35 | Construction of valve chamberin |
| 36 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 37 | Providing and laying in position cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) up to floor five level excluding the cost of centering, shuttering, finishing for leveling coarse of floor and roof etc. |
| 38 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 39 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 40 | 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 |
AI Tender Summary
Tender Timeline
Jun 14, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 20, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 22, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender