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| 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 ( All kinds of soil). |
| 2 | 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, cesspits and 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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres: (All kinds of soil). |
| 3 | 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. |
| 4 | Supply & laying of stone soling in horizontal on level including ramming, Watering and dressing (Complete Job). |
| 5 | Close timbering in trenches including strutting, shoring and packing cavities (whereverrequired) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 m but not exceeding 3 m. |
| 6 | 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: |
| 7 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 8 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level |
| 10 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 12 | Providing & Laying to level & slope, with proper grade pipes of Class NP3/NP4 of following internal dia & grouting the pipe joints with cement slurry 1: 2 mix (1 cement: 2 fine sand) and also sealing the pipe joints with fixing of Rubber Gaskets incl. Cost of cement, sand, Rubber gaskets and RCC pipes incl. Testing of joints & all carriages of pipes upto site of work (Complete job). |
| 13 | 250mm dia NP3 |
| 14 | 300mm dia NP3 |
| 15 | Centering and shuttering incl. Strutting, propping etc and removal of form work for:- |
| 16 | Foundations, footings, bases of columns etc. for mass concrete |
| 17 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 18 | Suspended floors, roofs, landings, balconies and access platforms. |
| 19 | Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 20 | 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). |
| 21 | Providing & Fixing of Polycrate Manholes covers & frame including all safe carriages upto site of work (Complete Job). |
| 22 | Providing and Fixing of Polycrate Manhole Covers 600mm * 600mm and its frame including all safe carriages upto the site of work excluding cost of manhole covers and its frame (Complete Job). |
| 23 | Supply, installation, testing and commissioning of 315mm (OD) HDPE of grade PE 80 and pressure rating PN-10 (maximum permissible working pressure = 1.00 MPa) pipe confirming to the standards/specifications as per IS:14333:1996, including supply, fixing, testing and commissioning of flanges, sealing gaskets with polypropylene adhesive (PE-PP), stainless steel nuts, bolts & washers of required dia, including jointing, testing and commissioning including all the carriages by way of manual/mechanical boats upto site of work including loading/unloading etc. The job shall also include providing and fixing of other allied accessories of required specifications wherever necessary viz collars, bends, elbows, tees etc. (complete job). |
| 24 | Providing & laying House connections with the following PVC accessories of ISI make (Prince-B Type) incl. all carriages (Complete Job). |
| 25 | PVC Pipe 150mm dia |
| 26 | Restoration / realigning of G.I. / C. I / D.I Pipe Connections including providing of all accessories required at site including dewatering, cutting, fitting, fixing, with all carriages (Complete Job). |
| 27 | 15/20mm dia |
| 28 | 25mm dia |
| 29 | 50mm dia |
| 30 | 75mm dia to 100mm dia |
| 31 | Providing, Laying and Spreading of granular Sub Base in trenches in uniform layers including dressing, watering, ramming etc and carriage by tippers to site of work with all leads and lifts (Complete Job). |
| 32 | Carriage of Materials by Mechanical Transport from Source to site of work: - |
| 33 | Stone soiling Athwajan avg 12kms |
| 34 | Stone Agg 40mm from Athwajan avg 12kms |
| 35 | Stone Agg below 40mm from Athwajan avg 12kms |
| 36 | Sand from Ganderbal avg 20kms Please Enable Macros to View BoQ information |
