Tender For Permanent Restoration Of Water Supply Schemes Under Sasci Of Phe Sub Division Chowki Choura (Package-Ii)1. Construction Of Protection / Retaining Wall And Chain Link Fencing Around Civil Structure Under Water Supply Scheme Budhi Chirayie2.
Tender Value
1.59 Crore
Estimated cost
Bid Submission
04 Jul 2026
2 days left
EMD
3.19 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 Chowki Choura (Package-Ii)1. Construction Of Protection / Retaining Wall And Chain Link Fencing Around Civil Structure Under Water Supply Scheme Budhi Chirayie2. Permanent Restoration Of Various Pipelines At Spot Of Water Supply Scheme Thorni Juthal3. Construction Of Protection / Retaining Wall Near Guest House At Juthal Under Water Supply Scheme Thorni Juthal4. Permanent Restoration Of Various Gravity Pipe Lines From Padoon To Ganni And Ganni To Ghar And Jhangg Of Water Supply Scheme Ghar5. Construction Of Protection / Retaining Wall Near Sump Tank Under Water Supply Scheme Ghar6. Construction Of 20000 Gallons Capacity Gsr At Ganni Under Water Supply Scheme Ghar7. Construction Of Protection / Retaining Wall Near Spring At Kancheri Under Water Supply Scheme Kancheri8. Repair/Renovation Of Dugwell Capillary For Sufficient Water Supply Old Dugwell Manoh Under Water Supply Scheme Manoh Manah9. Construction Of Protection/ Retaining Wall To Creep The Local Nallah At Dugwell Manoh Manoha New Under Water Supply Scheme Manoh Manah10. Construction Of 10000 Gallons Capacity Sump Tank Under Water Supply Scheme Salyote11. Construction Of Protection / Retaining Wall For Pump Room Shed And Sump Tank Under Water Supply Scheme Salyote12. Construction Of Protection / Retaining Wall Near 20000 Gln Gsr At Mohalla Gole Under Water Supply Scheme Salyote13. Construction Of Protection / Retaining Wall Near 15000 Gln Gsr At Bodhi Gala Under Water Supply Scheme Salyote14. Construction Of Intake Collection Tank Channel At Salyote Damaged Due To Flash Floods Under Water Supply Scheme Salyote15. Permanent Restoration Of Various Pipelines At Spot Of Water Supply Scheme Salyote16. Construction Of Protection Cum R At Old Dugwell Fagal Latheri Under Water Supply Scheme Fagal Latheri17. Permanent Restoration Of Various Pipelines At Spot Of Water Supply Scheme Chagyal18. Permanent Restoration Of Various Pipelines At Spot Of Water Supply Scheme Sandal19. Permanent Restoration Of Various Gravity Pipelines From Taroli To Old Dugwell Rah And Spring Cheerka Dub To 15000 Gln Gsr Malara Under Water Supply Scheme Rah Hardoo20. Construction Of Protection / Retaining Wall Near Old Dugwell At Sooliyan Under Water Supply Scheme Sooliyan21. Pitc/Augmentation Of Pumping Machinery
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by manual means 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 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: All kind of soil |
| 3 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | 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) |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.. All works above plinth level upto Plinth Level |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V level |
| 7 | Reinforced cement concrete work upto Plinth 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) |
| 8 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate androofs having slope more than 15° upto floor five level level including curing but excludingthe cost of centering, shuttering finishing and reinforcement with:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 13 | Extra for shuttering in circular work |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilastersbuttresses, plinth and string course fillets, kerbs andsteps etc. |
| 15 | Extra for shuttering in circular work |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for:lintels,beams, plinth beams, girder, buttresses and cantilevers. |
| 17 | Extra for shuttering in circular work |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for:Arches, Dome, valuts upto 6.00 span |
| 19 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 80 mm nomina |
| 20 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm nomina |
| 21 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm nomina |
| 22 | Providing and mixing water proofing material impermo or equivalent in cement concrete work @1 kg/50 kg of cement |
| 23 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 40mm thick with 20 mm nominal size stone aggregate. |
| 24 | 12mm cement Plaster finished with a floating coat of neat cement of mix 1:4 mix ( 1 cement : 4 coarse sand) |
| 25 | Extra for plastering in circular work |
| 26 | Providing and incorporating( During concreting GP sheet strings water seal 1.25mm nominal thick at const. Joints including ends so as to form a continues barrice strips area excluding laps to be measured |
| 27 | Providing and fixing of PVC plain bends with accessdor of size 100mm dia |
| 28 | Handpicking of stone excluding cost of crate and stone into wire crates |
| 29 | Dumping of boulder/stones in horizontal excluding cost of stones in Horizontal on level |
| 30 | Supply of boulder stones |
| 31 | 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 40mmnominal size well rammed and consolidated and grouted with fine sand including finishingthe top smooth and curing complete |
| 32 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 33 | Extra Rates for quantities of work excavated in or under foul position or in mud @ 20% of the item rate In or under water and/ or liquid mud, including pumping out water as required. |
| 34 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : |
| 35 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : |
| 36 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 37 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 38 | Filling available excavated earth( excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20mm depth, consolidation each deposited layer by ramming and watering lead upto 1.5 mtrs. |
| 39 | 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. Using M.S. angles 40x40x6mm for diagonal braces |
| 40 | Providing and fixing GI pipes for washout/inlet/outlet 100mm dia (M) |
| 41 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work 20mm dia Nominal Bore |
| 42 | 15mm dia Nominal Bore |
| 43 | 65mm dia Nominal Bore |
| 44 | 50mm dia Nominal Bore |
| 45 | 40mm dia Nominal Bore |
| 46 | 32mm dia Nominal Bore |
| 47 | 25 mm dia Nominal Bore |
| 48 | 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 Below 40 mm dia |
| 49 | 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 dia |
| 50 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.65mm dia Nominal Bore |
| 51 | 50 mm dia Nominal Bore |
| 52 | 40mm dia Nominal Bore |
| 53 | 32mm dia Nominal Bore |
| 54 | 25 mm dia Nominal Bore |
| 55 | 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. |
| 56 | 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. |
| 57 | Welding, including transportation of plant at site etc. complete By electric plant |
| 58 | Hire charges of generator include cost of service of operating staff and supply of lubricating oil including trabsportation of generator at site |
| 59 | Providing Dry Random Rubble masonary with hard stone in foundation and plinth wihtout bound stones |
| 60 | Providing of Knitted Wire Crates including carriage, loading and unloading and supply of Crate Wires, including cost of crate wires.Crate size 6.00x1.5x1.5 |
| 61 | Carriage of sand from source (to be identified by engineer in charge) to site of work/dumping place (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 40km by MT |
| 62 | Carriage of sand from Stacking place (to be identified by engineer in charge) to site of work (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 500m by HL |
| 63 | Carriage of Aggregate above 40 mm N. size from source (to be identified by engineer in charge) to site of work/dumping place (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 40km by MT |
| 64 | Carriage of Aggregate above 40 mm N. size from Stacking place (to be identified by engineer in charge) to site of work (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 500m by HL |
| 65 | Carriage of Aggregate below 40 mm N.size from Source (to be identified by engineer in charge) to site of work/dumping place (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 40km by MT |
| 66 | Carriage of Aggregate below 40 mm N.size from Stacking place (to be identified by engineer in charge) to site of work/dumping place (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 500m by HL |
| 67 | Carriage of sand from source (to be identified by engineer in charge) to site of work/dumping place (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 1 km by MT |
| 68 | Carriage of bajri from source (to be identified by engineer in charge) to site of work/dumping place (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 10km by MT |
| 69 | Carriage of stone from source (to be identified by engineer in charge) to site of work/dumping place (to be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 1 km by MT |
| 70 | PITC of 10000 GPH X 30mtr head Mono Submersible pumpset (2 No.) along with allied works at T/Well - ChowkiChoura Intake Thorni |
| 71 | PITC of 10000 GPH X 350 mtr head H.C. Pump sets 1 No. along with allied works at Pumping Station Chowki Chaura Intake Thorni |
| 72 | Augementation of pumping machinery installed at P/Stn – Salanger |
| 73 | PITC of 4000 GPH X 30mtr head Mono Submersible pumpset (2 No.) along with allied works at D/Well – Salyote Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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