Tender For Permanent Restoration Of Damaged Infrastructure Of Water Supply Scheme Seen Brahmana, Water Supply Scheme Dhanoo, Water Supply Scheme Charie Muttal, Water Supply Scheme Sundarni, Water Supply Scheme Manthal, Water Supply Scheme Mand, Water
Tender Value
1.19 Crore
Estimated cost
Bid Submission
08 Jul 2026
5 days left
EMD
2.39 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udhampur → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Of Damaged Infrastructure Of Water Supply Scheme Seen Brahmana, Water Supply Scheme Dhanoo, Water Supply Scheme Charie Muttal, Water Supply Scheme Sundarni, Water Supply Scheme Manthal, Water Supply Scheme Mand, Water Supply Scheme Tikri, Water Supply Scheme Lehnu, Water Supply Scheme Samole And Water Supply Scheme Ladda C Under Sasci 2026
BOQ
| Sl. No. | Item Description |
| 1 | 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 excavated earth as directed: All kinds of soil : |
| 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 excavated earth as directed: Ordinary Rock |
| 3 | 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 |
| 4 | 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 |
| 5 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 6 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 7 | Supply of Knitted crates 6.00 x 1.50 x 1.50 with 4mm thick steel wire |
| 8 | Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. |
| 9 | 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 :15 mm to 40 mm nominal bore. |
| 10 | 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. |
| 11 | 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) |
| 12 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 13 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | 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) |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | Supply of stones |
| 17 | Dumping of stones in horizontol on level |
| 18 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 19 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80mm dia |
| 20 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 65mm dia |
| 21 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50mm dia |
| 22 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 40mm dia |
| 23 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 32mm dia |
| 24 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25mm dia |
| 25 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 100mm dia (M) |
| 26 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 80mm dia |
| 27 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 65mm dia |
| 28 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 50mm dia |
| 29 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 40mm dia |
| 30 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 32mm dia |
| 31 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 25mm dia |
| 32 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 20mm dia |
| 33 | 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 All kinds of soil : 1 mtr cutting edge |
| 34 | 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 Ordinary rock : 1 mtr cutting edge |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 36 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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 |
| 37 | 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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 38 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 39 | 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) |
| 40 | 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 20 mm nominal size |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 43 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases for columns |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms |
| 47 | Edges of slabs and breaks in floors and walls |
| 48 | CEMENT PLASTER (IN COARSE SAND) 12mm Cement plaster of mix: 13.4.1 1 : 4 ( 1 cement : 4 coarse sand) |
| 49 | Slip clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m |
| 50 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 51 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 52 | Colour washing such as green blue or buff to give an even shade 13.48.1 New work (two or more coats) with a basecoat of white washing with lime. |
| 53 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angles 40x40x6mm for diagonal braces |
| 54 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 55 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 56 | Providing steel rope crossing including cost of steel rope, U-Clamp, iron clamp/hooks, labour charges for stretching the steel rope in position, hire charges of chain pully along with operator, laying and fitting of GI pipes including all carriages complete job |
| 57 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore |
| 58 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (Light) |
| 59 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore (Light) |
| 60 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore (Light) |
| 61 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore (Light) |
| 62 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 32 mm dia. nominal bore (Light) |
| 63 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 25 mm dia. nominal bore (Light) |
| 64 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore (Light) |
| 65 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore (Light) |
| 66 | Providing and fixing HDPE pipes complete with fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore |
| 67 | Providing and fixing HDPE pipes complete with fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore |
| 68 | Providing and fixing HDPE pipes complete with fittings excluding trenching and refilling etc. (external work) 32 mm dia. nominal bore |
| 69 | 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 |
| 70 | 6MM CEMENT PLASTER 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand |
| 71 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate. |
| 72 | Welding, including transportation of plant at site etc. complete By electric plant |
| 73 | Carriage of GI pipe by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 20 km & by manual means from road side avg distance 1000 mtr |
| 74 | Carriage of GI pipe by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 65 km & by manual means from road side avg distance 2500 mtr |
| 75 | Carriage of GI pipe by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 25 km & by manual means from road side avg distance 1500 mtr |
| 76 | Carriage of GI pipe by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 20 km & by manual means from road side avg distance 300 mtr |
| 77 | Carriage of GI pipe by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 40 km & by manual means from road side avg distance 1000 mtr |
| 78 | Carriage of GI pipe by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 40 km & by manual means from road side avg distance 3000 mtr |
| 79 | Carriage of GI pipe by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 25 km & by manual means from road side avg distance 1000 mtr |
| 80 | Carriage of GI pipe by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 50 km & by manual means from road side avg distance 1000 mtr |
| 81 | Carriage of GI pipe by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 15 km & by manual means from road side avg distance 500 mtr |
| 82 | Carriage of GI pipe by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 35 km & by manual means from road side avg distance 1500 mtr |
| 83 | Carriage of HDPE pipe by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 35 km & by manual means from road side avg distance 1500 mtr |
| 84 | Carriage of Bricks by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 80 km & by manual means from road side avg distance 500 mtr |
| 85 | Carriage of Cement by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 500 mtr |
| 86 | Carriage of Cement by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 600 mtr |
| 87 | Carriage of Cement by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 1000 mtr |
| 88 | Carriage of Cement by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 2000 mtr |
| 89 | Carriage of Cement by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 2200 mtr |
| 90 | Carriage of Cement by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 2500 mtr |
| 91 | Carriage of Steel by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 500 mtr |
| 92 | Carriage of Steel by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 2000 mtr |
| 93 | Carriage of Steel by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 2200 mtr |
| 94 | Carriage of Steel by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 2500 mtr |
| 95 | Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 90 km & by manual means from road side avg distance 2200 mtr |
| 96 | Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 90 km & by manual means from road side avg distance 2500 mtr |
| 97 | Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 110 km & by manual means from road side avg distance 1000 mtr |
| 98 | Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 25 km & by manual means from road side avg distance 500 mtr |
| 99 | Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 90 km & by manual means from road side avg distance 600 mtr |
| 100 | Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 110 km & by manual means from road side avg distance 2000 mtr |
| 101 | Carriage of Stone aggreagate by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 25 km & by manual means from road side avg distance 500 mtr |
| 102 | Carriage of Stone aggreagate by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 65 km & by manual means from road side avg distance 2200 mtr |
| 103 | Carriage of Stone aggreagate by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 65 km & by manual means from road side avg distance 2500 mtr |
| 104 | Carriage of Stone aggreagate by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 25 km & by manual means from road side avg distance 600 mtr |
| 105 | Carriage of Stone aggreagate by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 60 km & by manual means from road side avg distance 1000 mtr |
| 106 | Carriage of Stone aggreagate by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 45 km & by manual means from road side avg distance 2000 mtr |
| 107 | Carriage of Soling stone/ boulders by mechanical transport from source (to be identified by engineer in charge) to road side including loading and unloading. for an average distance of 10km MT & 500 Mtr Head Load |
| 108 | Carriage of Soling stone/ boulders from source (to be identified by engineer in charge) for an average distance of 500 Mtr Head Load |
| 109 | Erection of electrification i.e. Light holders including LED light 6 nos, 01 No. fuse box, Main switches with complete wiring 01 no. 15 Amp socket, 02 No. 5 Amp, flood light 100 W with necessary arangements for fixing of lights including wiring, switch etc 02 No's (Complete Job) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender