Tender For Permanent Restoration Of Works Damages Occurred During The Month Of August & Septemebr 2025 W.R.T. Various Water Supply Schemes Of Sub Division Kandi-Ii (Nagrota, Jhajjar Kotli, Dansal, Dhamuni Jagir, Bamyal & Pangali) Part-11. Laying Of W
Tender Value
93.75 Lakhs
Estimated cost
Bid Submission
10 Jul 2026
3 days left
EMD
1.87 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
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Of Works Damages Occurred During The Month Of August & Septemebr 2025 W.R.T. Various Water Supply Schemes Of Sub Division Kandi-Ii (Nagrota, Jhajjar Kotli, Dansal, Dhamuni Jagir, Bamyal & Pangali) Part-11. Laying Of Wire Crates At Dug Well Site Under Water Supply Scheme Churta For Permanent Restoration Of Dug Well Churta And Newly Constructed Structures Under Jjm2. Construction Of Pump Room Building At Churta Under Water Supply Scheme Churta.3. Providing Chain Link Mesh Fencing Around The Civil Structures At Churta And Other Civil Structures Under Water Supply Scheme Churta4. Laying Of Wire Crates At Dug Well Site Under Water Supply Scheme Suketar Janakha For Permanent Restoration Of Dug Well Chappar Sandrote5. Laying Of Wire Crates At Dug Well Site Under Water Supply Scheme Bagge Samral For Permanent Restoration Of Dug Well Bagge Samral6. Permanent Restoration Of Hdpe Pipe At Chaddali Dansal From 20000 Glns Gsr To 10000 Gsr Lohar Led Chaddali
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Jul-2026 | clarification for time of completion | Other | 10-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 kind of soil |
| 2 | 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. Ordinary Rock |
| 3 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil: |
| 4 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earthleadupto50metersandliftupto1.5m,asdirectedbyEngineer-in-Charge.: Ordinary Rock |
| 5 | Providing supply and carriage up to site of work of knitted wire crates 6.00 x1.50 x1.50 mtr |
| 6 | 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) |
| 7 | 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 (1cement: 3 coarse sand:6 graded stone aggregate 20mm nominal size) |
| 8 | Providing and laying damp-proof Course 50mm thick with cement concrete1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and curing complete |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3(1cement:1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 11 | 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 leadas per direction of Engineer-in-charge: Above 40 mm nominal bore (GI & HDPE) |
| 12 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 13 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore |
| 14 | Brick work with common burnt clay (non-modular )bricks of class designation7.5in foundation and plinth including curing in : Cement mortar1:6(1cement:6coarsesand) |
| 15 | Extra for brick work with common burnt clay bricks/ cement concrete bricks in superstructure above plinth level upto floor five level |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts |
| 18 | Centering and shuttering including strutting, propping etc.and removal of form for: Lintel, beams, plinth beams,girders, bressumers and cantilevers. |
| 19 | Centering and shuttering including strutting, propping etc.and removal of form for: Suspended floors,roofs, landings, balconies and access plat forms. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floors and walls |
| 21 | Hand-packing stones in wire-crates; excluding cost o fcrates and stones |
| 22 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 23 | Providing and fixing strips in joints of terrazzo/cement concrete floors. Glass strips 40mm wide and 4mm thick |
| 24 | CEMENTPLASTER (INCOARSE SAND) 12mm Cement plaster of mix: (1cement:4coarsesand) |
| 25 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1:4(1cement:4finesand) |
| 26 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. Ingratings, frames, guardbar, ladder, railings, brackets, gate sand similar works. |
| 27 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarsesand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase. |
| 28 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconformingtoIS:5382leaving10mmgapforthermalexpansion 110mm dia |
| 29 | Dumping stone excluding cost of stones. In Horizontal on level |
| 30 | Supply of stone boulder (nallah) nominal size 225 mm |
| 31 | Providing & fixing of HDPE pipes incl. cost of fittings & overheads but excluding cost of pipes, earth work in excavation, refilling & supply / fixing of Gate valves/Sluice Valves 90mm dia |
| 32 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.80mm (medium) dia GI pipe |
| 33 | Providing and fixing C.I.sluice valves (with cap) complete with bolts, nuts, rubber insertion setc. (the tail pieces if required will be paid 80mm dia |
| 34 | Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. |
| 35 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm M.S. gusset plates at the junctions and corners, al lnecessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central crosspiece. |
| 36 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 37 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @3.84kg/10sqm) |
| 38 | Distempering with dry distemper of approved brand and manufacture (two or more coats)and of required shade on new work, over and including water thinnable priming coat to give an even shade |
| 39 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 40 | Fencing with angle ironpost placed at required distance embedded incement concrete blocks, every 15th post, last but one end post and cornerpost shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum),between the two posts fitted and fixed with G.I. staples, turn buckles etc.complete. (Cost of posts, struts, earth work and concrete work to be paidforseparately). Payment to be made per meter cost of total length o fbarbed wire used.With G.I.barbed wire |
| 41 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10mmdia.etc.complete. |
| 42 | Fixing of Angle iron post in proper line an lavel and fixing back support with flat iron |
| 43 | Making plinth protection 50mm thic kof cement concrete 1:3:6 (1 cement: 3coarses and: 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 fines and including finishing the top smooth and curing complete |
| 44 | Painting top of roofs with bitumen of approved quality at 17 kg per 10sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete with residual type petroleum bitumen of grade VG-10 |
| 45 | 10cm thick (average) mud phaska of damped brick earth on roofs laid toslope consolidatedandplasteredwith25 mm thick mud mortarmixedwith bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1clay: 1 cow dung) and covered with specified tile bricks grouted withcement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral waterproofingcompoundbyweightofcement and finishing neat. With common burnt clay (non modular)brick tiles of class designation10.0 |
| 46 | Providing and fitting concealed internal Electrification of room including 4 Nos LED lights, Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch, 5 Amp 2 no. sockets with switch - of approved brand and 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters. |
| 47 | Carriage of sand from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT & 1000Mtr By H/load upto 40mm |
| 48 | Carriage of stone aggregate (Crushed) 40 mm nominal size and above from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 20 km by MT & 1000Mtr by H/load |
| 49 | Carriage of stone boulder from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 12km by MT & 1000Mtr by H/load |
| 50 | Carriage of stone boulder from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 5km |
| 51 | Carriage of Bricks from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 35 km by MT & 1000Mtr by H/load |
| 52 | Carriage of Bricks & tiles from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of 35 km by MT & 1000Mtr by H/load Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 10, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 3 daysJul 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysTender Documents
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