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 Badholi Charpad, Chann Charkri & Nouni Phangari
Tender Value
27.22 Lakhs
Estimated cost
Bid Submission
10 Jul 2026
0 days left
EMD
54440
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kathua → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
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 Badholi Charpad, Chann Charkri & Nouni Phangari
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 |
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 |
| 4 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia |
| 5 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia |
| 6 | Providing and fixing HDPE pipes complete with HDPE fittings excluding trenching and refilling etc. (external work) 75 mm dia |
| 7 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 80 mm dia G.I. pipes |
| 8 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 65 mm dia G.I. pipes |
| 9 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 50 mm dia G.I. pipes |
| 10 | Laying and fitting of HDPE pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 75 mm dia HDPE pipes |
| 11 | 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. |
| 12 | 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 HDPE 63 mm = 100 m, 75 mm = 60 m, 50 mm = 100 m |
| 13 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 80 mm dia. |
| 14 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 65 mm dia. |
| 15 | Welding, including transportation of plant at site etc. complete By electric plant |
| 16 | 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. |
| 17 | Knitted wire crates of size (6 x 1.50 x 1.50 m) including transportation to site including B.A wire (20 no crates) |
| 18 | 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 : |
| 19 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 20 | Supply of stones |
| 21 | Carriage of stones for an average distance of 10 Km by MT |
| 22 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 23 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 25 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 26 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 27 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete |
| 28 | 15 mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1 : 4 ( 1 cement : 4 fine sand) |
| 29 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 30 | Carriage of sand average 10 km by MT including cost of loading, unloading and stacking |
| 31 | Carriage of stone aggregate below 40 mm average 10 km by MT including cost of loading, unloading and stacking |
| 32 | Carriage of stone aggregate above 40 mm average 10 km by MT including cost of loading, unloading and stacking |
| 33 | Carriage of cement average 10 km by MT from nearest market to road side of work including cost of loading and unloading |
| 34 | Carriage of RBM average 2 km by MT Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 06, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 10, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
TodayJul 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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