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| 1 | 220/132/33 KV Grid Sub station Ramban |
| 2 | Construction of protection wall in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any). The Thickness of Base pad is 0.10 mtr. The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect |
| 3 | Construction of Drain in 1:6 RRM with base pad in 1:4:8 (including dismantling, disposal if any) .The section of drain is 0.5 MtrX0.5 Mtr. The Thickness of Base pad is 0.20 mtr.The job includes exacavation, providing & supply of all constructional material, Mechanical & Manual transport, farm work, curing and completion in all respect |
| 4 | Removal of malba from drain in 33kv yard, control room, around sba quarters and 132kv yard avg lead 850mtr |
| 5 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 12.1.1 1.60 mm thick with zinc coating not less than 350 gram/m2 |
| 6 | Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde syntheticresin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminum primer on both sides & edges, including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodized aluminum (with 15 micron anodic coating) Tsections 35 x15x1.5 mm size main runners, cross runners 23.5x19x1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer |
| 7 | Supply installation testing and commissioning of 36 W + (2 X 2) Feet LED surface or round Mounted light luminary fitting shape with minimum system lumen efficiacy of 100 lm/W with pressure Die cast Aluminium Heat sink and PF >0.5, THD <10%, CCT 5700 K , CRI 80. The LED with useful life of 50000 hrs at L70, seperate driver, heat sink, earthing provision. The input voltage range shall be 150 V to 270V. The fixture should have in-built Surge protection of 2 KV. The job includes AMC of lightening fixtures for a period of 2 years including replacement.Approved make :- Philips/GE/Crompton Greaves/Osram/Bajaj) |
| 8 | Replacement of chain link fencing |
| 9 | 220/132/33 KV Grid Sub station Udhampur |
| 10 | DEMOLISGING OF PROTECTION AND FENCING WALL ALONG SIDE THE NATIONAL HIGHWAY AT 220/132/33KV GSS UDHAMPUR |
| 11 | Demolishing cement concreate manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 15.2.1 1:3:6 or richer mix(i/c equivalent design mix) |
| 12 | Dismantelling of Chain link mesh fencing /angle/flats Angle (65*65*6) =4mtr*60 no. @4.47kg/mtr =1072.8 Kg Chain link mesh 2.4*145 mtr =348 Sqm @4 kg/sqm = 1392 KgBarbed wire 435 mtr@ 93gram/mtr =40.45 Kg |
| 13 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: (15.9.2) In cement mortar |
| 14 | 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 |
| 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 1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. @ 100KG/CUM |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 20 | 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) |
| 21 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 22 | CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 4 fine sand) |
| 23 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.of angle iron size 75x75x6 55 Nos Post of 2m length |
| 24 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. With G.I. barbed wire |
| 25 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter Please Enable Macros to View BoQ information |
