Improvement Of Hudbal Nallah By Way Of Pwall Check Dam Imptts Of Irrigation Canal From Land Of Gh Mohiuddin Malik To Ali Mohd Malik Imptts To Bath Khul Irrigation Canal From Sangam Nallah To Bilal Colony Irrigation Canal At Check Kralpora
Tender Overview
Project Description
Improvement Of Hudbal Nallah By Way Of Pwall Check Dam Imptts Of Irrigation Canal From Land Of Gh Mohiuddin Malik To Ali Mohd Malik Imptts To Bath Khul Irrigation Canal From Sangam Nallah To Bilal Colony Irrigation Canal At Check Kralpora
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 and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 25 meter beyond 1 m from cutting edge: 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 | Slip clearence In soils; mixed with moorum/Kankar/shingle/boulders; disposallead upto 50 m and lift upto 1.5 m. |
| 4 | Silt clearancein wet from canals. Incld disposal of excavated silt upto dumping site |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah) incld all sorts of carraige |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
| 7 | Providing & laying stone soling in horizontal on level incld all sorts of carraige complete |
| 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 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 10 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and inishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 11 | Supply and filling of boulders tightly hand packed in horizontal on level incld all sorts of carraige complete |
| 12 | Filling empty cement bags with sand/earth incld. sewing ,placing in position,excavation involved, cost of earth/sand and all sorts of carraige complete |
| 13 | 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 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 15 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 16 | Suspended floors, roofs, landings, balconies and access platforms |
| 17 | Edges of slabes and breaks in floors ( under 20cm width) |
| 18 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 19 | 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 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 20 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 21 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstone 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. 50 mm thick with 20mm nominal size stone aggregate |
| 22 | Carraige of materials from source to road site of work including loading , unloading and stacking:-- Sand / Aggregate for an av lead of 40 km |
| 23 | cement/ steelfor an av lead of 10 km |
| 24 | Carraige of materials fromroad siteto site of work by manual labour including loading , unloading and stacking for an av lead of 250 Mtrs. Sand/ Aggregate |
| 25 | Cement |
| 26 | Steel |
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