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 Gher ( Sasci)
Tender Value
85.84 Lakhs
Estimated cost
Bid Submission
14 Jul 2026
2 days left
EMD
1.71 Lakhs
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 Gher ( Sasci)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Jul-2026 | Corrigendum1st | Date | 14-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Design, Construction, Testing and Commissioning of RCC OHT with architectural features of 0.50 lakh gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only on \\"Turn Key Basis\\" at Chappaki( Gher) including providing and fixing D.I pipeline fittings for inlet, outlet Scour and Overflow delivering up to 2.00 Meters away from R.C.C. outer columns of OHT, providing and fixing of all accessories such as lightening arrestor, Ultrasonic guage-water level indicator, R.C.C. stairs from ground level to tank floor level gallery along outside columns, gallery to top of dome and Aluminum Ladder inside the tank with side Aluminum, ventilating cowls, manhole covers with frame and M.S.railing for stairs and at roof flooring, vertical pipelines and standard pipe fitting etc. all complete. The top water container should be preferable cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed with provision for the construction of a single storey building between the G.L.bracing and first bracing with R.C.C. roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.00 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. The construction of such building is included in the turn-key job. Bearing capacity of the soil at the site shall also be got tested by the contractor through the approved vendor. |
| 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) 100 mm dia (L) |
| 4 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia (L) |
| 5 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia (L) |
| 6 | 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. |
| 7 | 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) 100 mm dia. |
| 8 | 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. |
| 9 | 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. |
| 10 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80 mm nominal bore |
| 11 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 65 mm nominal bore |
| 12 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 100 mm nominal bore |
| 13 | Welding, including transportation of plant at site etc. complete By electric plant |
| 14 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 15 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m. (stacks of cleaned bricks shall be measured) From brick work in cement mortar |
| 16 | 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) |
| 17 | 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) |
| 18 | Extra for brick work with common burnt clay bricks/cement concrete bricks insuperstructure above plinth level upto floor five level |
| 19 | Half brick masonry with common burnt clay (non-modular) bricks of class designation7.5 in foundations and plinth including curing in Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 20 | Extra for half Brick masonry in superstructure above plinth level upto floor V level. |
| 21 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand) |
| 22 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 23 | Extra for cutting reinforcement bars manually/by mechanical means inR.C.C. or R.B. work (Payment shall be made on the cross sectional areas of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 24 | Carriage of building rubbish average 05 km by MT |
| 25 | Carriage of sand average 10 km by MT in all terrains including cost of loading, unloading and stacking |
| 26 | Carriage of stone aggregate below 40 mm average 10 km by MT in all terrains including cost of loading, unloading and stacking |
| 27 | Carriage of bricks by MT from nearest market to road side of work including cost of loading, unloading and stacking for an average distance of 05 Km |
| 28 | Deduct Quantity of bricks (10% of 7284) |
| 29 | Deduct Quantity of steel in shape of scrap Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 11, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 14, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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