14 / 2022-23 - Deposit Work - Maranalloor Grama Panchayath Fund- Water Supply Line Charging From Existing Line To Newly Laid Line At Kuzhivila Mundukonam Church Road Under Maranalloor Panchayath. 14 / 2022-23 - Deposit Work - Maranalloor Grama Panchay
Tender Value
1.36 Lakhs
Estimated cost
Bid Submission
12 May 2022
0 days left
EMD
3500
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
maranalloor → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
14 / 2022-23 - Deposit Work - Maranalloor Grama Panchayath Fund- Water Supply Line Charging From Existing Line To Newly Laid Line At Kuzhivila Mundukonam Church Road Under Maranalloor Panchayath. 14 / 2022-23 - Deposit Work - Maranalloor Grama Panchayath Fund- Water Supply Line Charging From Existing Line To Newly Laid Line At Kuzhivila Mundukonam Church Road Under Maranalloor Panchayath.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-May-2022 | Time Extension - 14/2022-23 - Deposit work - Maranalloor Grama Panchayath fund- Water supply line Charging from existing line to newly laid line at Kuzhivila Mundukonam church road under Maranalloor Panchayath | Date | 12-May-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Working Charge |
| 2 | 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 |
| 3 | 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) |
| 4 | 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) |
| 5 | 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. |
| 6 | Supply of uPVC Pipe, IS 4985:2000 , 6kg/cm2, 75mm Dia.. |
| 7 | Providing and fixing 65 mm gun metal gate valve with C.I. wheel of approved quality and providing Protection of \"P tub\"size 110 mm PVC 6 kg Pipe including charge of earthwork excavation,all specials and all labour charges complete. |
| 8 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore |
| 9 | Labour engaging Interconnection work from existing 75mm PVC Pipe to newly laid 75mm PVC Pipe with Tee joint & the other side fixing with Coupler joint including cost of specials and all labour charges etc complete. |
| 10 | Leak rectification work in 75 mmPVC (Class 2 to 6) pipe line including detectingand locating leak,earth work excavation in all kinds ofsoilfor for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipe line with out causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting andlowering new pipe in to the trenches,placing in position aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or or any available joint and testing the pipe line by operating the valves concerned,and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depthincluding consolidating each layers by ramming, watering, charges for removingsurplus soil from work site, including hire for tools and plant, conveyance oftools and materials, bailing out water, providing caution boards,lighting,watching, ribbon fencing, traffic controlling etc.complete as per the direction of Departmental officersincluding the cost of pipe and PVC specials;PVC Pipes and specials shall be of good quality and conforming to relevant standards;PVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing. |
| 11 | 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) |
| 12 | Conveying and fixing MH cover from shop to work site including all labour and conveyance charges etc. complete |
| 13 | Supply of MH Cover(0.60x0.60M2) |
| 14 | Average rate of 75mm(8kg) 90/45/22.50/11.25 degree bend |
| 15 | 75mm (8kg) PVC Tee |
| 16 | 75mm (8kg) PVC Adapter |
| 17 | 75mm (10kg) PVC End cap |
| 18 | Construction of Valve chamber |
| 19 | 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 |
| 20 | 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) |
| 21 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 22 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars |
| 23 | 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) |
| 24 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
AI Tender Summary
Tender Timeline
May 07, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
May 12, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 12, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 16, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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