Tender For Permanent Restoration Of Damaged Water Supply Infrastructure In Water Supply Scheme Kathera Under Sasci
Tender Value
1.36 Crore
Estimated cost
Bid Submission
03 Jul 2026
2 days left
EMD
2.73 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kathua → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Of Damaged Water Supply Infrastructure In Water Supply Scheme Kathera Under Sasci
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 andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed:All kinds of soil. |
| 2 | 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. |
| 3 | 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 kinds of soil : |
| 4 | Hand Packing of Stone into Crates excluding Cost of Stones and Crates |
| 5 | Supply of stones |
| 6 | Providing and laying in position cement concrete of 1:4:8 mix (1 cement 4 coarse sand 8 graded stone agg. 40 mm nominal size) excl. cost of centring and shuttering all work up to plinth level (using crushed stone agg.) |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using crushed stone agg.) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roof having slope up to landings,balconies,shelves,chajjas,lintels,bands plain window sills, stair case and spiral stair cases up to floor V-level excluding the cost of centring, shuttering, finishing and reinforcement with 1: 1½:3 (1 cement:1½ course sand :3 graded stone aggregate 20mm nominal |
| 9 | Reinforced cement concrete work in Arches, archribs, domes vaults shells, folded plate and roofs having slope more than 15 upto floor five level including curring but excluding curring but excluding the cost of centring, shuttering finishing and reinforcement with 1:11/2:3 (1 cement: 11/2 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. Thermo -Mechanically Treated bars of grade Fe-500D or more |
| 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 | Extra for providing and mixing Water proofing material in cement concrete work @ 125g per 50kg of cement Qty of cement of item no.3 & 4 = 123 bags of cement |
| 14 | Providing and incorporating ( During concerting 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 |
| 15 | Half brick masonry with common brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 16 | Extra for Half Brick work masonry in superstructure above plinth level upto floor V level |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 18 | Extra for shuttering in circular work |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 21 | Extra for shuttering in circular work |
| 22 | 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 |
| 23 | Extra for shuttering in circular work |
| 24 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 13.2.1 1 : 4 ( 1 cement : 4 fine sand) |
| 25 | 12mm thick Cement plaster of mix : 1:4 ( 1 cement : 4 coarse sand) |
| 26 | Cement concrete flooring 1:2:4 (1 cement: 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 20mm nominal size stone aggregate |
| 27 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm |
| 28 | 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 |
| 29 | 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 nominal bore |
| 30 | roviding and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80mmφ(M) |
| 31 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.80mmφ(L) |
| 32 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.65mmφ(L) |
| 33 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.50mmφ(L) |
| 34 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.40 mmφ |
| 35 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.25 mmφ |
| 36 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.20 mmφ |
| 37 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.15 mmφ |
| 38 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (external work) 80 mm dia (m) |
| 39 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (external work) 80 mm dia (L) |
| 40 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (external work) 65 mm dia (L) |
| 41 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (external work) 50 mm dia (L) |
| 42 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (external work) 40 mm dia (L) |
| 43 | 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. |
| 44 | PVC plain bends with access door, size 110 mm dia |
| 45 | Providing and fixing of G.I pipe 80 mm dia with MS plates icludeing welding etc |
| 46 | Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etc complete |
| 47 | Add cost of Knitted wire crates of size (6x1.50x1.50m) including transportation to site including B.A wire |
| 48 | 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 5.1.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 49 | 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. 5.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size |
| 50 | Carriage of Sand & stone by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 10 Km |
| 51 | Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 10 Km |
| 52 | Carriage of stone aggregate upto 20 mm by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of1.00 km H.L |
| 53 | Carriage of cement & steel by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 10 Km |
| 54 | .Carriage of cement by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 1.00 kms |
| 55 | Carriage of stone agg. 40mm and above by mechanical transport from nearest source to site of work including cost for loading and unloading & average distance of 10 Km. |
| 56 | Carriage of Stone aggregate 40mm and above (Crushed) by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 1.00 km |
| 57 | Carriage of Brick from brich klin (to be identified by engineer in charge) by Mechanical Transport to site of work including cost for loading and unloading.for an av. distance of 20 Km |
| 58 | Carriage ofstone from dumping place (to be identified by engineer in charge) by MT to site of work including loading and unloading for an average distance of 3 Km & 700 mtrs H.L Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 days