Tender For Permanent Restoration Of Phe Infrastructure Damaged During August And September 2025 Due To Heavy Rains/Flash Floods/Cloudbursts/Landslides Under Water Supply Scheme Katli, Kakra, Kouli Koper, Balote & Kheri Maltha
Tender Overview
Project Description
Tender for Permanent Restoration Of Phe Infrastructure Damaged During August And September 2025 Due To Heavy Rains/Flash Floods/Cloudbursts/Landslides Under Water Supply Scheme Katli, Kakra, Kouli Koper, Balote & Kheri Maltha
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Jul-2026 | Extension of tender | Date | 06-Jul-2026 |
| 2 | 06-Jul-2026 | Corrigendum2nd | Date | 10-Jul-2026 |
| 3 | 11-Jul-2026 | Corrigendum4th | Date | 14-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer in charge : Above 40 mm nominal bore |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed:All kinds of soil. |
| 3 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia (M) |
| 4 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia (M) |
| 5 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia |
| 6 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia |
| 7 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia |
| 8 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 25 mm dia |
| 9 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia |
| 10 | Providing and fixing HDPE pipes complete with HDPE fittings excluding trenching and refilling etc. (external work) 90 mm dia |
| 11 | Providing and fixing HDPE pipes complete with HDPE fittings excluding trenching and refilling etc. (external work) 75 mm dia |
| 12 | Providing and fixing HDPE pipes complete with HDPE fittings excluding trenching and refilling etc. (external work) 63 mm dia |
| 13 | Providing and fixing HDPE pipes complete with HDPE fittings excluding trenching and refilling etc. (external work) 50 mm dia |
| 14 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 80 mm dia (M) G.I. pipes |
| 15 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 65 mm dia (M) G.I. pipes |
| 16 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 65 mm dia G.I. pipes |
| 17 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 50 mm dia G.I. pipes |
| 18 | Laying and fitting of HDPE pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 90 mm dia HDPE pipes |
| 19 | Laying and fitting of HDPE pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 75 mm dia HDPE pipes |
| 20 | Laying and fitting of HDPE pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 63 mm dia HDPE pipes |
| 21 | Laying and fitting of HDPE pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 50 mm dia HDPE pipes |
| 22 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 23 | Labour engaged for tracing of washed away pipes, carrying pipes to safer location and again bringing it to the site of work during the execution of work, etc |
| 24 | Providing and fixing Gun Metal non return valves of approved quality (Screwed end) 80 mm dia |
| 25 | Welding, including transportation of plant at site etc. complete By electric plant |
| 26 | Designing, Fabrication of shed of GI sheetof 8 ft (length) X 8 ft (width) X 8 ft (height) made of galvanized iron sheets of suitable dimensions at sub divisional office.The job includes excavation of earth work for installation of vertical pillars and also flooring of carpet area of 64 sq. feet out of the concrete ratio 1:2:4.The job also includes erection of angle iron at suitable place vertical and horizontally for walls and rooftop so that GI sheet can be anchored properly. Fabrication of door of size 4ft(length) X 7 ft (height) and angle iron strips with proper hinges, locking and door handles.Proper leveling of ground around of the shed and ramp in front of door with appropriate sloping so that water may not percolate inside the shed during rainy/monsoon season. The floor be raised to at least 1 ft from the ground level. Proper flooring inside shed (1:2:4).Proper grouting of edges and vertices.Illumination/Electrification of the shed by way of providing and fitting of lighting point 02 no. (4 ft LED tube) inside the shed along with 9 watt LED bulbs 02 nos. and outside the shed/premises. Providing and fitting of 100Watt LED flood light lights 03 no. The job also includes providing and fitting of 48 inch fan 01 no. inside the shed. |
| 27 | Earth work in rough excavation, banking excavated earth in layers not exceeding20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller orwooden or steel rammers, and rolling every 3rd and top-most layer with power rollerof minimum 8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressions, lead upto 50 m andlift upto 1.5 m in all kinds of soil and deduct for not watering the excavated earth for banking |
| 28 | Knitted wire crates of size (6 x 1.50 x 1.50 m) including transportation to site including B.A wire (84 no crates) |
| 29 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil : |
| 30 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 31 | Supply of stones |
| 32 | Carriage of stones for an average distance of 10 Km by MT Please Enable Macros to View BoQ information |
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Upcoming · 3 daysBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysBid Opening Date
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Upcoming · 4 daysTender Documents
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