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| 1 | E/W in excavation by manual means in bulk/trenches (in any classification) over area exceeding 30Cm in depth 1.5mtr in width as well as 10-Sqm on plan including cost of all lead and lifts if required at site and disposal of surplus excavated earth to be levelled and neatly dressed as per instruction of Engineer Incharge at site (Complete Job) |
| 2 | Filling available excavated earth excluding rock in trenches, plinth, sides of foundation etc in layersnot exceeding 20 cm in depth consolidating each deposited layer by rammingand watering lead up to 50m and lift up to 1.5m. |
| 3 | Providing and laying stone soling 2nd class incl. cost of stones and all sorts of carriages etc.) |
| 4 | Providing and laying in position cement concrete in specified grade including cuirringbut excluding the cost of centering and shuttering. All work up to plinth level. 1: 4: 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40-mm nominal size) crushed.(Including cost of all sorts of carriages of material upto site of work) |
| 5 | Providing and laying in position cement concrete of specified gradeincluding cuirringbut excluding the cost ofcentring, and shuttering(all work upto plinth level). 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded Stone aggregate 20 mm nominal size)(Including cost of all sorts of carriages of material upto site of work) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete including cuirringbutexcludingcost centering shuttering finishing and reinforcement ( all work upto plinth level l: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20-mm nominal size) crushed(Including cost of all sorts of carriages of material upto site of work) |
| 7 | Reinforced Cement concrete work in wall ( any Thickness) including attached plaster, buttresses, plinth and string courses, fillets, columns, pillars piers, abutments, posts and struts etc. upto floor five level excluding cost of centering shuttering, finishing an reinforcement 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size.(Including cost of all sorts of carriages of material upto site of work) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150landings, balconies, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with1:1.5:3( 1Cement: 1.5coarse sand: 3graded stone aggregate 20mm nominal size) (Including cost of all sorts of carriages of material upto site of work) |
| 9 | Providing hoisting and fixing upto floor five level pre cast reinforced cement concrete work in string courses, bends, coopings, bedplates, anchor block, plain window sills, and the like including setting in position in cement mortar 1:5:3 including cost of centering shuttering and curring but excluding cost of reinforcement 1:1.5:31Cement: 1.5coarse sand: 3graded stone aggregate 20mm nominal size) (Including cost of all sorts of carriages of material upto site of work) |
| 10 | Structural steel work welded 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. (Including cost of all sorts of carriages of material upto site of work) |
| 11 | Providing and Fixing of Hand Rails of approved size by welding extra to steel ladder balcony railing stair case raklling and similar works and applying primer coatIncluding cost of all sorts of carriages of material upto site of work) |
| 12 | Reinforced cement concrete work in arches, archibs, valluts, shelves, folded plates and roofs having slope more than 150 floor five level inclding curing but excluding cost of centering and shuttering, finshing and reinforcement (Including cost of all sorts of carriages of material upto site of work) |
| 13 | Hand-packing stones in wire-crates; including cost of stones and crates and all sorts of carriages of material upto site of work) |
| 14 | Centering and shuttering including strutting propping etc. and removal of Form work for. |
| 15 | Foundations, footings, bases of columns |
| 16 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc. |
| 17 | Suspended floors, roofs, landings, balconies and access platform. |
| 18 | Arches, Domes, walls upto 60 mtr span |
| 19 | Columns, Pilers, abutment, posts and struts. |
| 20 | 12mm cement plaster of mix 1:4 (1-cement: 4-sand) (Including all sorts of carriages upto site of work) |
| 21 | Providing and mixing water proofing materials in cement concrete in doses by weight of cement as per manufacturer specification including all sorts of carriages upto site of work complete |
| 22 | Providing and fixing of two M.S surface box for sluice/gate valve one for inlet and one for outlet including embedding of vertical members of iron embedded into concrete blocks with Angle Iron frames 50X50X6mm , Angle Iron Lid Frame 40X40X5mm with M S Sheet of 4mm thick for lid on sides and including locking arrangements handles/hinges Complete Job. |
| 23 | Reinforcement for RCC works including straightening cutting bending, placing in position and binding all complete TMT Bars. (Including cost of all sorts of carriages of material upto site of work) |
| 24 | Providing/fabricating and commissioning of MS Lid for Filtration Plant /Service Reservoir of approved design as per the instructions of Engineer Incharge at site. |
| 25 | Providing and fixing of Sluice Valve (ISI Marked) of approved quality (BIS) including cost of all accessories required andall sorts of carriages of material upto site of work) |
| 26 | 100mm dia |
| 27 | Providing and fixing 50mmDia GI Bend in dome slab with oneand provided with wire guage mesh. The bends are to be fixed in dome slab during concreting for elevation purpose quality |
| 28 | Providing and fixing of MS Flanges toGI pipes including cutting of threads weldingof flanges to pipe ends including laying and fitting testing and commissioning including cost ofnuts, bolts, rubber washers including all carraiges upto site of work complete job. |
| 29 | 65mm dia |
| 30 | 50mm dia |
| 31 | 40mm dia |
| 32 | Providing and fixing of PVC ISIS Mark inside concrete wall for inlet and outlet of 40mm/50mm dia ength |
| 33 | Providing/Shrouding and laying of filter media of required grade from ganderbal, Sind Nallah source inclusive of all sorts of carriages upto site of work complete job. |
| 34 | Providing, fixing and laying of GI Pipes with GI fitting excluding trenching and refilling etc. |
| 35 | 100 mm dia GI pipes |
| 36 | 50 mm dia GI pipes |
| 37 | 40 mm dia GI pipes |
| 38 | 25 mm dia GI pipes |
| 39 | 20 mm dia GI pipes |
| 40 | Making connection of GI distribution branch with GI main of following sizes, by P/F of tees, incld. cutting and threading the pipe etc. complete |
| 41 | 25 to 40 mm dia nominal bore |
| 42 | Providing and Fixing of GI chain link fabric fencing of required width in mesh size 50X50mm including strengthening with 2mm wire/nuts/bolts and washers as required as per instruction of Engineer Incharge at site. |
| 43 | Providing and making of Gabion structure with Mechancially Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes as per SI 16014:2012, MORTH Clause 2500, of required size, Mesh Type. 10X12 (D=100mm wit tolerance of 2%) Zinc +10% Alloy+PVC coated (Plymer Coated Mesh wire diameter 2.7/3.7mm (ID/OD) mechanciallly edged/selvedged with partitions at every 1m interval and shall have minimum 10-Nos of openinings per meter of mesh perpendicular to twist, tying with diameter lecing wire of 2.2/3.2mm (ID/OD) supplied @ 3% by weight of Gabion Boxes, filled with boulders of leastdimension of 200mm, as per drawing and direction of engineer incharge at site including all sorts of carriages upto site of work. |
| 44 | Providing/fixing of bolts/nuts to be embeded in cement cncrete thrust blocks of 16mm Dia (fully Threaded) 45Cm long (Complete Job) |
| 45 | Providing and fixing of MS Plates for anchoring of pipe over sadlle/anchor block with nuts bolts already fitted in concrete by 4mm thick 200mm wide and average length 50 cm MS plate complete job in all respects (Area of MS Trip Total =0.1Sqm @ 31/4Kg/RM) |
