Tender For Restoration/Re-Construction Of Different Water Supply Of Pouni, Bhomag, Reasi And Arnas Block In Sub Division Reasi Under Sasci.Scope Of Work: - I. Permanent Restoration For Construction Of 30000 Glns Gsr - 1 No. Under Water Supply Scheme
Tender Overview
Project Description
Tender for Restoration/Re-Construction Of Different Water Supply Of Pouni, Bhomag, Reasi And Arnas Block In Sub Division Reasi Under Sasci.Scope Of Work: - I. Permanent Restoration For Construction Of 30000 Glns Gsr - 1 No. Under Water Supply Scheme Dadoaii. Permanent Restoration For Providing, Laying & Fitting Of Distribution Pipe Network Under Water Supply Scheme Dadoa.Iii. Permanent Restoration For Compound Wall At Kaplaghat - 1 No. Under Water Supply Scheme Laiter.Iv. Permanent Restoration For Providing, Laying & Fitting Of Distribution Pipe Network Under Water Supply Scheme Laiter.
BOQ
| Sl. No. | Item Description |
| 1 | Pipe Work: -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: All kinds of soil. |
| 2 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore (M) |
| 3 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore (L) |
| 4 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (M) |
| 5 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (L) |
| 6 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 50 mm PN-10 |
| 7 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 40 mm PN-10 |
| 8 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 32 mm PN-10 |
| 9 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 25 mm PN-10 |
| 10 | 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. |
| 11 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 12 | Carriage of G I Pipes from Store to Road side including cost for loading , unloading & stacking for an av. distance of 95 KM by Mechanical Transport and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 700 Mtr by Head Load. |
| 13 | Carriage of HDPE Pipes from Store to Road side including cost for loading ,unloading & stacking for an av. distance of 105 KM by Mechanical Transport and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load. |
| 14 | Civil Work: -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 : |
| 15 | 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. Ordinary Rock: |
| 16 | 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) |
| 17 | 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 20 mm nominal size) |
| 18 | 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 workability 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 leve |
| 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 spiral stair 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 | 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 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 21 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete |
| 22 | 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) |
| 23 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 24 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 25 | Extra for half Brick masonry in superstructure above plinth level upto floor V level. |
| 26 | Supply of Stone |
| 27 | Dumping stone excluding cost of stones. in Horizontal on level |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 29 | Extra for circulat work |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 31 | Extra for circulat work |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for: Extra for arches, domes, vaults exceeding 6 m span |
| 35 | 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. |
| 36 | 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 |
| 37 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 38 | 12mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand) |
| 39 | Extra for plastering on circular work not exceeding 6m in radius: In one coat |
| 40 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6mm for diagonal braces |
| 41 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 42 | Cement concrete flooring 1:2:4 (1cement: 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. 50 mm thick with 20mm nominal size stone aggregate. |
| 43 | Providing & incorporting (during concreting GP sheet strip water seal 1.25 mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, stripe area (excluding laps) to be measured (which upto 20 cm). |
| 44 | 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) |
| 45 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/ accessories for un plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm bend |
| 46 | Fixing GI pipes complete with GI fittings excluding treanching and refilling etc. (extrenal work) 80mm dia (medium) nominal bore for washout / delivery main / welded with M.S plate 1.25 mm thick 150 x 150 mm size etc. complete excluding cost of pipe. |
| 47 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 48 | Carriage of cement from store to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1500 Mtr by Head Load |
| 49 | Carriage of cement from store to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load |
| 50 | Carriage of Steel from store to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1500 Mtr by Head Load |
| 51 | Carriage of Brick from Kiln to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load |
| 52 | Carriage of Sand from Source to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1500 Mtr by Head Load |
| 53 | Carriage of Sand from Source to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load |
| 54 | Carriage of Stone Aggregate from Source to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load |
| 55 | Carriage of Stone Aggregate from Source to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance of Average 35 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 500 Mtr by Head Load |
| 56 | Carriage of soling stone / boulder from local nallah to road side of work by Mechanical Transport including cost for loading ,unloading & stacking for an av. distance 60 KM and Road side to site of work including cost for loading ,unloading & stacking for an av. distance of 1000 Mtr by Head Load |
| 57 | Carriage of soling stone / boulder by Head Load from local nallah (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 1500 Mtr. Please Enable Macros to View BoQ information |
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