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. Permanent R
Tender Overview
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. Permanent Restoration For Laying Of Wire Crates At Intake Well At Site Under Water Supply Scheme Narain Nadore2. Construction Of 20,000 Glns Gsr Under Water Supply Scheme Narain Nadore3. Providing Protection Work With Wire Crates Under Water Supply Scheme Kattal Battal.4. Reconstruction Of Compound Wall Around The Civil Structures Under Water Supply Scheme Kattal Battal
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 bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. |
| 4 | 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: |
| 5 | 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) |
| 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: 1:3:6 (1cement:3coarse sand:6graded stone aggregate 40mm 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 | 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 (1cement:1½ coarse sand:3 graded stone aggregate 20mm nominal size) |
| 9 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3(1cement: 1½ coarses and: 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. Cold twisted bars |
| 11 | Brick work with common burnt clay (non-modular )bricks of class designation7.5in foundation and plinth including curing in : Cement mortar1:6(1cement:6coarsesand) |
| 12 | Extra for brick work with common burnt clay bricks/ cement concrete bricks in superstructure above plinth level upto floor five level |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for Chimney and shafts |
| 16 | Centering and shuttering including strutting, propping etc.and removal of form for: Lintel, beams, plinth beams,girders, bressumers and cantilevers. |
| 17 | Extra for shuttering in circular works (20%) |
| 18 | Centering and shuttering including strutting, propping etc.and removal of form for: Suspended floors,roofs, landings, balconies and access plat forms. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for: Arches ,domes, vaults upto 6m span |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: Columns, pillars, piers, abutments, posts and struts. |
| 21 | Hand-packing stones in wire-crates; excluding cost o fcrates and stones |
| 22 | Providing and fixing of GP Sheet Plain 1mm thick for joint of life |
| 23 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 24 | 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. |
| 25 | Cement plaster1:3 (1cement:3coarse sand) finished with a floating coat of neat cement. 12mm cement plaster |
| 26 | Extra for plasteringon circular worknotexceeding6minradius: Inonecoat |
| 27 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1:4(1cement:4finesand) |
| 28 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 29 | 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. |
| 30 | Dumping stone excluding cost of stones. In Horizontal on level |
| 31 | Supply of stone boulder (nallah) nominal size 225 mm |
| 32 | 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. |
| 33 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @3.84kg/10sqm) |
| 34 | Providing supply and carriage up to site of work of knitted wire crates 6.00 x1.50 x1.50 mtr |
| 35 | Carriage of sand/Stone below 40mm 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 25 km by MT & 300Mtr By H/load |
| 36 | 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 12 km by MT & 500Mtr By H/load |
| 37 | Carriage of stone aggregate (Crushed) 20 mm nominal size 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 12 km by MT & 500Mtr by H/load |
| 38 | 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 25 km by MT & 300Mtr by H/load |
| 39 | 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 10km by MT & 300Mtr by H/load |
| 40 | 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 |
| 41 | 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 & 300Mtr by H/load Please Enable Macros to View BoQ information |
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Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
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