Tender For Permanent Restoration Works Damages Occurred During The Month Of August & Sepetember 2025 W.R.T. Varous Water Supply Schemes Of Sub-Division Kandi-Ii (Jandrah, Badsoo, Panjgrain, Marh & Jagti) Part-2 Under (Sasci 2026-27)1. Providing , Lay
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Project Description
Tender for Permanent Restoration Works Damages Occurred During The Month Of August & Sepetember 2025 W.R.T. Varous Water Supply Schemes Of Sub-Division Kandi-Ii (Jandrah, Badsoo, Panjgrain, Marh & Jagti) Part-2 Under (Sasci 2026-27)1. Providing , Laying And Fitting Of Gi Pipe And Hdpe Pipe For Water Supply Scheme Marh Drabi. 2. Providing Protection Work With Wire Crates At Dung Nallah, Drabi And Marh. 3. Providing Chain Link Mesh Fencing Around The Civil Structures At Dung And Other Civil Structures Under Water Supply Scheme Marh Dabi. 4. Providing , Laying And Fitting Of Gi Pipe And Hdpe Pipe For Water Supply Scheme Panjgrain.5. Construction Of Crate Revetment At Kuawara Panjgrian.6. Construction Of Crate Revetment At Panjgrian. 7. Construction Of Crate Revetment At Tanda
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 and disposal of surplus excavated earth as directed,within a lead of 50 metres Ordinary Rock |
| 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 x1.50 x1.50 mtr |
| 7 | Providing supply and carriage up to site of work of knitted wire crates 6.00 x1.2 x1.2 mtr |
| 8 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10mm dia etc. complete. |
| 9 | Fixing of angle Iron posts in proper line and level & fixing of back supports of flat iron 50x6mm with angle iron supports. |
| 10 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-in-charge. 16.25.1 MadeofG.I.wireofdia4mm |
| 11 | Providing and fixing barbed wire strings on top of Angle iron posts 100 mtr x 3 strings = 300 mtr. |
| 12 | Providing and fixing of welded angle iron gate (size 4.50m x 1.50m) having angle 50 x 50 x 6mm and fix with 16 gauge sheet and 50mm x 6mm flat iron diagonal strip/ ornamental grills at top and bottom of the gate (complete job). |
| 13 | 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) |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 15 | 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) |
| 16 | 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) |
| 17 | a) Upto 40mm |
| 18 | b) above 40mm |
| 19 | Laying and fitting of G.I. pipes 15mm dia (all classes) complete excluding cost of pipes, fittings and earth work |
| 20 | Laying and fitting of G.I. pipes 20mm dia (all classes) complete excluding cost of pipes, fittings and earth work |
| 21 | Laying and fitting of G.I. pipes 25mm dia (all classes) complete excluding cost of pipes, fittings and earth work |
| 22 | Laying and fitting of G.I. pipes 40mm dia (all classes) complete excluding cost of pipes, fittings and earth work |
| 23 | Laying and fitting of G.I. pipes 50mm dia (all classes) complete excluding cost of pipes, fittings and earth work |
| 24 | Laying and fitting of G.I. pipes 65mm dia (L) (all classes) complete excluding cost of pipes, fittings and earth work |
| 25 | Laying and fitting of G.I. pipes 65mm dia (M) (all classes) complete excluding cost of pipes, fittings and earth work |
| 26 | Laying and fitting of G.I. pipes 80mm dia (L) (all classes) complete excluding cost of pipes, fittings and earth work |
| 27 | Laying and fitting of G.I. pipes 80mm dia (M) (all classes) complete excluding cost of pipes, fittings and earth work |
| 28 | Providing and fixing HDPE pipes complete with HDPE fitting excluding trenches and re-filling etc (external work) 40mm dia |
| 29 | Providing and fixing HDPE pipes complete with HDPE fitting excluding trenches and re-filling etc (external work) 50mm dia |
| 30 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore |
| 31 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm (M) dia. nominal bore |
| 32 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore |
| 33 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm (M) dia. nominal bore |
| 34 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore |
| 35 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore |
| 36 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 37 | 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 |
| 38 | 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 |
| 39 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 40 | Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts |
| 41 | Hand-packing stones in wire-crates; excluding cost o fcrates and stones |
| 42 | CEMENTPLASTER (INCOARSE SAND) 12mm Cement plaster of mix: (1cement:4coarsesand) |
| 43 | Dumping stone excluding cost of stones. In Horizontal on level |
| 44 | Supply of stone boulder (nallah) nominal size 225 mm |
| 45 | Providing and fixing gun metal gate valve with C.I.whee lof approved quality (screwed end) 100mm dia & 80mm dia |
| 46 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 65mm dia |
| 47 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 50mm dia |
| 48 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 40mm dia |
| 49 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 32mm dia |
| 50 | Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end) 25mm dia |
| 51 | Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating No. deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. |
| 52 | Carriage of sand by mechanical transport for an average distance of 20 Km by MT & 1.00 Km by head load from nearest source to the site of work incl. loading, unloading and stacking complete |
| 53 | Carriage of stone/ boulders from nearest source of supply to the site of work av. Distance 12 Kms by MT & 1000 Km by HL |
| 54 | Carriage of Stone aggregate below 40mm nominal size by mechanical transport for an average distance of 20 Km by MT & 1.00 Km by head load from nearest source to the site of work incl. loading, unloading and stacking complete |
| 55 | Carriage of Stone aggregate above 40mm nominal size by mechanical transport for an average distance of 20 Km by MT & 1.00 Km by head load from nearest source to the site of work incl. loading, unloading and stacking complete |
| 56 | 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 20 km by MT |
| 57 | 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 5 km by MT |
| 58 | Carriage of G.I. Pipes from road site (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 |
| 59 | Carriage of HDPE Pipes from road site (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 Please Enable Macros to View BoQ information |
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