Tender For Permanent Restoration Of Water Supply Schemes Under Sasci Of Phe Sub Division Akhnoor (Package-Ii)1. Repair /Restoration Of 20000 Glns Sump Tank/Gsr Damaged Due To Flsh Floods / Heavy Rains Under Water Supply Scheme Dhok Khalsa2. Re Constr
Tender Value
99.27 Lakhs
Estimated cost
Bid Submission
13 Jul 2026
6 days left
EMD
1.98 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 Water Supply Schemes Under Sasci Of Phe Sub Division Akhnoor (Package-Ii)1. Repair /Restoration Of 20000 Glns Sump Tank/Gsr Damaged Due To Flsh Floods / Heavy Rains Under Water Supply Scheme Dhok Khalsa2. Re Construction Of Pump Room Building Damaged Due Flash Floods/ Heavy Rains Under Water Supply Scheme Dhok Khalsa3. Repair/Restoration Of 01 Nos Sump Tank/Gsr Damaged Due Flash Floods/ Heavy Rain Fall Water Supply Scheme Dhok Jagir 4. Repair/Restoration Of 01 Nos Sump Tank/Gsr Damaged Due Flash Floods/ Heavy Rain Fall Water Supply Scheme Dhok Jagir5. Re Construction Of Pump Room Building Damaged Due Flash Floods/ Heavy Rains Under Water Supply Scheme Muthi Maira6. Repair /Restoration Of 01 Nos Pump Rooms Damaged Due To Flsh Floods / Heavy Rains Under Water Supply Scheme Rajwal Kandyal7. Repair /Restoration Of 01 Nos Pump Rooms Damaged Due To Flsh Floods / Heavy Rains Under Water Supply Scheme Rajwal Kandyal8. Repair /Restoration Of 20000 Glns Sump Tank/Gsr Damaged Due To Flsh Floods / Heavy Rains Under Water Supply Scheme Sunail Jayanti 9. Repair /Restoration Of 20000 Glns Sump Tank/Gsr Damaged Due To Flsh Floods / Heavy Rains Under Water Supply Scheme Sunail Jayanti 10. Repair /Restoration Of Boundhary Wall Damaged Due To Flsh Floods / Heavy Rains Under Water Supply Scheme Sunail Jayanti11. Repair/ Renovation Of 20000 Glns Gsr At Bardal Khurd Under Water Supply Scheme Bardal Khurd 12. Repair/ Renovation Of 20000 Glns Gsr At Sola Mohalla Under Water Supply Scheme Bardal Khurd13. Repair/Renovation Of Pump Room Building At Baag Mohalla Stage Khungan Under Water Supply Scheme Baag Mohalla14. Construction Of Pump Room Building At Bharda Kalan Under Water Supply Scheme Bharda Kalan15. Construction Of Pump Room Building At Nud Bomal Under Water Supply Scheme Nud16. Repair/ Renovation Of 20000 Glns Gsr At Jad Sardaran Under Water Supply Scheme Jad Bhagata17. Repair/ Renovation Of 20000 Glns Gsr At Jad Bhagata Under Water Supply Scheme Jad Bhagata 18. Repair/ Renovation Of 20000 Glns Gsr At Teriye Under Water Supply Scheme Teriye19. Repair/ Renovation Of 20000 Glns Gsr At Devipur Under Water Supply Scheme Devipur20. Providing Installation Testing And Commissioning Of Pumping Machineries
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing R.C.C. work manually/by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 2 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge:(1:3:6) |
| 3 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge:(1:4:8) |
| 4 | \\"Providing and laying in position Reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) \\" |
| 5 | Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead 14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand) |
| 6 | Centering and shuttering incl.strutting and propping etc in Circular walling |
| 7 | Extra 20% for shuttering in circular |
| 8 | Reinforcement for RCC work including straightening , cutting, bending & placing in position and binding all complete. |
| 9 | 50mm thk.Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr. ) finished with a floating coat of neat cement incl. cement slurry but excl. C/o nosing of steps etc. complete (50mm with 20mm nominal size stone (Nallah). |
| 10 | Finishing walls with water proofing cement paint of approved brand & manufacture to give an even shade. |
| 11 | Providing and laying in position Reinforced cement concrete ofSuspended floor & roof of specified grade including curing but excluding the cost of centring and shuttering. All work upto floor V level with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Centering and shuttering including strutting,proping etc. and removing the same from suspended floor,roof,landing,balconies etc. |
| 13 | Centering and shuttering including strutting,proping etc. and removing the same from edges of slab under 20 cm wide etc. |
| 14 | Brick work in E.P.S bricks of class of desgination 75 in foundation and plinth in cement mortar1:6(1 cement: 6 course sand) |
| 15 | Extra for brick work in superstructure above plinth levelupto floor v leval. |
| 16 | Half brick masonry in superstructure bricks of class of desgination 75 in foundation and plinth in cement mortar1:4 in Parapet wall |
| 17 | Extra for half brick work in superstructure above plinth level upto floor v leval. |
| 18 | 12mm thick cement plasteron rough side of single or half brick wall mix in 1:4 mix. |
| 19 | Earth work in excavation by manual means over area(Exceeding 30cm and up to 1.5m in depth, 1.5m in width as well as lOsqm in plan) including disposal of excavated earth up to 1 mtr for cutting edge, disposed earth to be levelled and ncath dressed in all kind of soil. |
| 20 | \\"Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering all works up to plinth level in 1:4:8 (I cement:4 coarse sand:8 graded stone aggregate40mm nominal size) crushed. |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all works up to plinth level in 1:3:6 ( 1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) crushed with 20% boulders.80% C.Concrete |
| 22 | Dumping of stone on horizontal level |
| 23 | Supply of stones(boulders) |
| 24 | \\"Providing and laying D PC 40 mm thick with cementconcrete 1:2:4 ( 1 cement: 2 coarse sand 4 graded stone aggregate 12.5mm nominal size crushed) |
| 25 | \\"Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°, landing balconies, shelves, chajjas. lintel, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering and shuttering, finishing and reinforcement in 1:15:3: (1cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 26 | \\"Centering and shuttering including strutting, propping etc. and removal of from work for foundation, footing bases of column. |
| 27 | \\"Centering and shuttering including strutting, propping and remove the same front Lintels, beams, plinth beams, grinders, breastsummers and cantilevers. |
| 28 | \\"Providing and laying cement concrete in walls, (any thickness) incl. attached pilasters, columns piers, abutments, pillars, posts, struts, buttresses, strings or laces, parapets,coping etc. upto floor five levels exci. cost of centring,shuttering and finishing in 1:2:4 cement concrete |
| 29 | \\"Providing and fixing 1mm thick M.S. steel door with frame of 40x60x6mm angle iron and 3mm M.S. gusset plated at the junction and comers, all necessary fitting complete, including applying a priming coat of approved steel primer (using flats 30x6mm for diagonal braces and central cross pieces) |
| 30 | \\"Proving and fixing of plain grill of specified design made MS flates and / or square / bars on windows |
| 31 | \\"10cm thick mud phaska of damped brick earth roof laid toslope consolidated & plastered with 25mm thick mud mortarmixed with bhusha at 35kg per cum of earth & gobri leapingwith mix 1:1(1 clay : 1 cow dung) & covered with flat title bricks of class degination 100 grouted with cement mortar 1:3(1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement & finishing neat using F.P.S titles. |
| 32 | \\"15mm thick cement plaster on rough side of single or half brick wall of mix 1:4 ( 1 Cement: 4 Coarse sand) |
| 33 | \\"Cement concrete flooring 1:2:4 (1 cement: 2 crushed sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement sullry, but excluding the cost of nosing of slep etc. Complete 40mm thick 20min nominal size stone aggregate crushed. |
| 34 | \\"Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming & watering lead up to 50 mts. & lift up to 1.5 mts. |
| 35 | \\"Making plinth protection 50mm thick of cement concrete1 :3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate20mm nominal size) Over 75mmbcd of dry brick ballast 40mm nominal size well rammed & consolidated & grouted with coarse sand including finishing the smooth. |
| 36 | \\"White washing with lime to give and even shade on new work (three or more coats) |
| 37 | \\"Painting on G.S sheet with synthetic enamel paint of approved brand and manufacture of required color to give an even shade on new work ( two or more coat) incl a coat of approved steel primer but excluding a coal of mordent solution. |
| 38 | Steel work welded in build up section/framed work including cutting,hoisting fixing in position and applying priming coat of approved steel primer all complete in grattings,frames ,guird bar,ladder,railing gate |
| 39 | Provision for electric lights and fitting inside and outside of pumping station and sitting arrangement for pump operator inside the pump room building, etc.(complete job) |
| 40 | Carriage of stone aggregate average of max.size from 6mm to 26.5 mm for an average distance of 14 km by mechanical transport |
| 41 | Carriage of stone aggregate average of max.size from 6mm to 26.5 mm for an average distance of 150m by head load |
| 42 | Carriage of sand /stone dust quarry muck/moorum/other aggregate of max. size upto 6mm for a distance of 10 km by mechanical transport |
| 43 | Carriage of sand /stone dust quarry muck/moorum/other aggregate of max. size upto 6mm for a distance of 150 m by head load |
| 44 | Carriage of soling stone for an average distance 10 km by mechanical transport |
| 45 | Carriage of soling stone for an average distance 200 m by head load |
| 46 | Carriage of bricks for average distance of 15 km by mechanical transport |
| 47 | Carriage of bricks for average distance of 200m by head load |
| 48 | Carriage of stone aggregate average of max.size from 6mm to 26.5 mm for an average distance of 16 km by mechanical transport |
| 49 | Carriage of stone aggregate average of max.size from 6mm to 26.5 mm for an average distance of 150m by head load |
| 50 | Carriage of sand /stone dust quarry muck/moorum/other aggregate of max. size upto 6mm for a distance of 15 km by mechanical transport |
| 51 | Carriage of sand /stone dust quarry muck/moorum/other aggregate of max. size upto 6mm for a distance of 150 m by head load |
| 52 | Carriage of stone aggregate average of max.size from 6mm to 26.5 mm for an average distance of 12 km by mechanical transport |
| 53 | Carriage of stone aggregate average of max.size from 6mm to 26.5 mm for an average distance of 150m by head load |
| 54 | Carriage of sand /stone dust quarry muck/moorum/other aggregate of max. size upto 6mm for a distance of 25 km by mechanical transport |
| 55 | Carriage of sand /stone dust quarry muck/moorum/other aggregate of max. size upto 6mm for a distance of 200 m by head load |
| 56 | Carriage of bricks for average distance of 8 km by mechanical transport |
| 57 | Carriage of bricks for average distance of 200m by head load |
| 58 | Carriage of stone aggregate average of max.size from 6mm to 26.5 mm for an average distance of 14 km by mechanical transport |
| 59 | Carriage of stone aggregate average of max.size from 6mm to 26.5 mm for an average distance of 200m by mechanical transport |
| 60 | Carriage of sand /stone dust quarry muck/moorum/other aggregate of max. size upto 6mm for a distance of 22 km by mechanical transport |
| 61 | Carriage of sand /stone dust quarry muck/moorum/other aggregate of max. size upto 6mm for a distance of 200 m by head load |
| 62 | Carriage of sand/stone dust quarry-muck/moorum/other agg. Of max size up to 6 mm by mechanical transport in all terrains through a lead of 20 kms and 300 mts by HL incl cost loading unloading and slacking |
| 63 | Carriage of sand/stone dust quarry-muck/moorum/other agg. Of max size up to 6 mm by mechanical transport in all terrains through a lead of 25 km |
| 64 | Carriage of stone aggregate of max. size up to 6mm to26.5mm by mechanical transport in all terrains through a lead of 10 kms incl cost loading unloading and stacking |
| 65 | Carriage of Sand & stone aggregate of max. size 6mm to 26.5mm average 300 mts by HL only |
| 66 | Carriage of stone aggregate of max. size up to 6mm to26.5mm by mechanical transport in all terrains through a lead of 15 km. |
| 67 | Carriage of Soling stone by mechanical transport in all terrains through a lead of 10 kms incl cost loading unloading and slacking at site |
| 68 | Carriage of Soling stone average 300 Mtr. By Head load Only |
| 69 | Carriage of Bricks by mechanical transport in all terrains through a lead of =10 kms incl cost loading unloading and slacking |
| 70 | Carriage of Bricks by mechanical transport in all terrains through a lead of 5 KM incl cost loading unloading and slacking |
| 71 | Carriage of Bricks average 300 Mtr. By Head load only |
| 72 | PITC OF of 10000 GPH x 200 Mtrs. Head HC Pumpset and allied jobs at T/well Lower Naiwala |
| 73 | PITC of of 5000 GPH x 100 mtrs head Submersible Pump set and allied jobs for T/well Upper Naiwala |
| 74 | PITC OF of 5000 GPH x 150 Mtrs. Head HC Pumpset and allied jobs at T/well Nud 2nd Sareno Chapri |
| 75 | PITC OF of 5000 GPH x 100 mtrs head Submersible Pump set and allied jobs for T/well Dhok Khalsa new Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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