Tender For Rectification Works Of 1 No Small Water Supply Scheme Under Package-3 To Kunnamthanam Grama Panchayath In Pathanamthitta District
Tender Value
8.35 Lakhs
Estimated cost
Bid Submission
01 Dec 2026
16 days left
EMD
21000
Bank guarantee accepted
Document Fee
1700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pathanamthitta → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rectification Works Of 1 No Small Water Supply Scheme Under Package-3 To Kunnamthanam Grama Panchayath In Pathanamthitta District
BOQ
| Sl. No. | Item Description |
| 1 | JALADHARA WSS |
| 2 | Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, 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. |
| 3 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 40 mm nominal outside diameter pipes |
| 4 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm nominal outside diameter pipes. |
| 5 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. |
| 6 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes |
| 7 | Supply of PVC Pipe, 10kg/cm2, 110mm Dia. |
| 8 | Supply of PVC Pipe, 10kg/cm2, 40mm Dia |
| 9 | Supply of PVC Pipe, 10kg/cm2, 50mm Dia |
| 10 | Supply of PVC Pipe, 10kg/cm2, 63mm Dia. |
| 11 | Supply of PVC Pipe, 10kg/cm2, 75mm Dia. |
| 12 | Supply of PVC Pipe, 10kg/cm2, 90mm Dia |
| 13 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes. |
| 14 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. |
| 15 | 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 |
| 16 | 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) |
| 17 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 18 | 12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). |
| 19 | Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm |
| 20 | Supplying and installation of pump and accessories including panel board ,coloumn pipe all fittings as per direction of departmental engineer 7.5 HP with discharge 15000/LPH and 95m head |
| 21 | Filling filter media to the existing jaladhara scheme and commissioning etccomplete Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysDec 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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