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. Providing,
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. Providing, Laying And Fitting Of Gi And Hdpe Pipe For Water Supply Scheme Dhamuni Jagir.2. Providing Crate Revetment Of Length 48 M At Dhamuni3. Providing, Laying And Fitting Of Gi And Hdpe Pipe For Water Supply Scheme Bamyal.4. Providing Protection Work With Wire Crates At Bamyal.5. Providing, Laying And Fitting Of Gi And Hdpe Pipe For Water Supply Scheme Pangali Shibba.6. Providing Crate Revetment Of Length 60 M At Pangali7. Construction Of 20,000 Glns Gsr/Sump Tank Including Valve Pit And Drain At Bali Under Water Supply Scheme Shibba.
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 mechanical means (hydraulic excavator) in trenches forfoundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50metres: All kinds of soil: |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposalofsurplusexcavatedearthasdirected,withinaleadof50metres: OrdinaryRock |
| 5 | 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: |
| 6 | Providing supply and carriage up to site of work of knitted wire crates 6.00 x1.20 x1.20 mtr |
| 7 | Providing supply and carriage up to site of work of knitted wire crates 6.00 x1.50 x1.50 mtr |
| 8 | 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) |
| 9 | 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) |
| 10 | 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) |
| 11 | Providing and laying in position machine batched and machine mixed design mix M-25 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 the cost of centering, shuttering, finishing and reinforcement ,including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level |
| 12 | Providing and laying in position machine batched and machine mixed design mix M-25 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 the cost of centering, shuttering, finishing and reinforcement ,including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 14 | 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 (GI & HDPE) |
| 15 | 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) |
| 16 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 17 | 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 |
| 18 | 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 25 to 40 mm nominal bore |
| 19 | 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 with MS Grills |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 21 | Extra for shuttering in circular works (20%) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for Chimney and shafts |
| 24 | Centering and shuttering including strutting, propping etc.and removal of form for: Lintel, beams, plinth beams,girders, bressumers and cantilevers. |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form work for: Arches ,domes, vaults upto 6m span |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form work for: Extra for arches, domes, vaults exceeding 6m span |
| 27 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 28 | Hand-packing stones in wire-crates; excluding cost o fcrates and stones |
| 29 | Providing and fixing of GP Sheet Plain 1mm thick for joint of life |
| 30 | Providing and fixing G.I.pipes complete with G.I.fittings and clamps, including cutting and making good the walls etc.: 100mmdia.nominal bore (for wash out and delivery pipe) (Medium) |
| 31 | 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. |
| 32 | Extra for plasteringon circular work not exceeding 6m in radius: In one coat |
| 33 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement: 4 fine sand) |
| 34 | 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) |
| 35 | Dumping stone excluding cost of stones. In Horizontal on level |
| 36 | Supply of stone boulder (nallah) nominal size 225 mm |
| 37 | Providng and fixing G.I. Pipes complete with G.I. Fitting excluding trenching and refilling etc. (externalwork) 80mm dia (Medium) |
| 38 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore |
| 39 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia (M). nominal bore |
| 40 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore |
| 41 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore |
| 42 | Providing/Laying and fitting 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 40 mm dia |
| 43 | Providing/Laying and fitting 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 50 mm dia |
| 44 | Providing/Laying and fitting 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 63 mm dia |
| 45 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.15mm dia GI pipe |
| 46 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.20mm dia GI pipe |
| 47 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.25mm dia GI pipe |
| 48 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.40mm dia GI pipe |
| 49 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.50mm dia GI pipe |
| 50 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.65mm dia GI pipe |
| 51 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work, refilling.80mm (medium) dia GI pipe |
| 52 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 100mm dia & 80mm dia |
| 53 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 65mm dia |
| 54 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 50mm dia |
| 55 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 40mm dia |
| 56 | 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. |
| 57 | 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 M.S. angles 40x40x6 mm for diagonal braces |
| 58 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @3.84kg/10sqm) |
| 59 | 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 |
| 60 | 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 20 km by MT & 1000Mtr by H/load |
| 61 | 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 |
| 62 | Carriage of Pipes from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of 1000Mtr by H/load (GI Pipe) |
| 63 | Carriage of Pipes from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of 1000Mtr by H/load (HDPE) Please Enable Macros to View BoQ information |
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