Tender For Permanent Restoration Of Various Water Supply Schemes Of Phe Sub Division Vijaypur Damaged During Flash Floods/Landslides In August & September 2025 Under Sasci
Tender Value
33.54 Lakhs
Estimated cost
Bid Submission
13 Jul 2026
2 days left
EMD
67080
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Samba → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Of Various Water Supply Schemes Of Phe Sub Division Vijaypur Damaged During Flash Floods/Landslides In August & September 2025 Under Sasci
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Jul-2026 | Corrigendum | Date | 13-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | WSS Uetterbehni Section (Revival of Dug well): Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 2 | Silt clearance from canals. Inclusive of initial lead and lift (50m & 1.5m respectively ) Wet |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : 3rd lift |
| 4 | 4th lift |
| 5 | 5th lift |
| 6 | 6th lift |
| 7 | Extra rates for quantities of works executed :In or under water and/ or liquid mud, including pumping out water as required. |
| 8 | Actual labour engaged for scrapping of walls and identifying sepage spot , clearance and disposal of rubbish |
| 9 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. |
| 10 | (Crate) 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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge. All kinds of soil : |
| 11 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 12 | Dumping of stones excluding of stones |
| 13 | Supply of stones |
| 14 | Add for monosub pump incl. all necessary |
| 15 | Add cost of Knitted wire crates |
| 16 | Carriage of stone from source to site of work avg.20 Km by MT and 50 mtr by head load |
| 17 | Boundary wall: Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 18 | Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns . |
| 19 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 20 | Extra for brick work in super structure above plinth level upto floor V level. |
| 21 | Half brick masonry with bricks of class designation 75 in foundation and plinth in cement mortar 1:4 |
| 22 | Extra for half brick masonry in super structure above plinth level upto floor V level |
| 23 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand) |
| 24 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 25 | Carriage of sand and stone aggregate upto 20mm nominal size by Mechanical Transport in all terrains through a lead up to 10 kms including cost of loading, unloading and stacking |
| 26 | Carriage of brick by Mechanical Transport in all terrains through a lead up to15 kms including cost of loading, unloading and stacking. |
| 27 | WSS Rarrian :(Crate) 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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 28 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 29 | Supply of stones |
| 30 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, lead upto 50 m and lift upto 1.5 m. |
| 31 | Add cost of Knitted wire crates |
| 32 | Carriage of stone from source to site of work avg.15 Km by MT and 50 mtr by head load |
| 33 | (Track) : Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth inlayers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 34 | Providing and laying in position cement concrete of specified grade including curing but excluding 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) |
| 35 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 36 | Carriage of cement lead upto 10 km by Mechanical Transport and 50 Mtr by head load incl. loading, unloading and stacking |
| 37 | Carriage of sand upto a lead of 15 km by Mechanical Transport and 50 Mtr by head load incl. loading, unloading and stacking |
| 38 | Carriage of stone aggregate below 40 mmm nominal size, upto a lead of 15 km by Mechanical Transport and 50 Mtr by head load incl. loading, unloading and stacking |
| 39 | (Recharge-pit) : Labour engaged for general site clearance |
| 40 | Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 excavated earth as directed in all kinds of soils. |
| 41 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 42 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 43 | Honey-comb brick work 10/11.4 cm thick with common burnt clay (non-modular) bricks of class designation 75 in superstructure above plinth level upto floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) including curing complete |
| 44 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 45 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars |
| 46 | Filling of Brick bats |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 48 | Add for Geo Textile |
| 49 | Provision for PVC pipe, PVC bend 110 mm dia, Manhole ring & others |
| 50 | Provision for C.I.B. |
| 51 | Carriage of sand , stone aggregate below 40 mmm nominal size, upto a lead of 15 km by Mechanical Transport and 50 Mtr by head load incl. loading, unloading and stacking |
| 52 | Carriage of brick lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking |
| 53 | WSS Moutlian Old :(Crate) 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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 54 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 55 | Supply of stones |
| 56 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, lead upto 50 m and lift upto 1.5 m. |
| 57 | Add cost of Knitted wire crates |
| 58 | Carriage of stone from source to site of work avg.20 Km by MT |
| 59 | (Distribution System) : Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 excavated earth as directed in all kinds of soils. |
| 60 | Providing and fixing HDPE pipes including pipe specials excluding excavation and refilling into trenches HDPE Pipe 90 mm Ø |
| 61 | HDPE Pipe 75 mm Ø |
| 62 | HDPE Pipe 63 mm Ø |
| 63 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, lead upto 50 m and lift upto 1.5 m. |
| 64 | WSS Chak Medu Basotra :(Crate) 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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 65 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 66 | Supply of stones |
| 67 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, lead upto 50 m and lift upto 1.5 m. |
| 68 | Add cost of Knitted wire crates |
| 69 | Carriage of stone from source to site of work avg.15 Km by MT and 50 Mtr by head load Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 13, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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