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| 1 | Excavation in trenches not exc 1.50 meter wide not exc 1.50 meter deep in soft/ loose soil for laying of pipe line and getting out, complete all as specified and directed. |
| 2 | Returning filling in, including spreading leveling, watering and well ramming in layers not exc 25cm, complete all as specified and directed. |
| 3 | Removal of excavated soil surplus to the requirement to a distance n.exc 50 mtr and depositing where directed at a level n.exc 1.5 mtr above the starting point complete all as specified and directed. |
| 4 | S&F MS ERW pipe of size 80mmdia (Nominal Bore)heavy duty conforming to IS : 1239/3589 Part-I including cutting, threading, welding & all fittings like flanges, tees, elbows, bends junctions, reducers, ball valves etc. welded or screwed joints, clamps structural steel supports complete all as specified and directed.Note:- Pipe lines to be laid underground buried in soil shall have protection against corrosion by means of coating and wrapping as per Para 27.3.7.2 of SSR Part I and above ground pipes shall be coated with one coat of red oxide primer and two coats of synthetic enamel of fire red colour as per para 27.3.12.5 of SSR Part I. |
| 5 | S&F fire hydrant landing valve type B (double head outlet) of 80mm dia landing valve with 63mm dia female outlet complete and 80mm inlet with ABS blank cap,CI Wheel and chainconforming to IS: 5290, complete all as specified and directed. |
| 6 | S&F hose box made of 18 gauge MS sheet 800mm x 600mm x 250mm with double door with 4mm thick glasses fixed with rubber beading of thickness 2 mm, lock, 2 keys and a break glass, recess for keys, painted in fire red and door frame made of 16 gauge MS sheet painted fire red outside and brilliant white inside yard complete all as specified and directed. |
| 7 | S&F RRL hose pipe 63mm dia 15m long CP hose conforming to IS 636 complete with male and female coupling conforming to IS 903 complete all as specified and directed |
| 8 | S&F fire hydrant stand post 80mm dia/ GI MS both ends flanged height 1.5mm with provn of single outlet conforming to IS: 908 complete all as specified and directed. |
| 9 | Supply, fixing, testing & commissioning of C.I. Butterfly valve 80mm dia conforming to IS: 13095 with flanges, nuts, bolts and washers complete for [PN 1.6 rating], complete all as specified and directed |
| 10 | Providing and fixing M.S. structural work fabricated from standard sections, (ISI Mark MS rounds, angles, channels etc.) including cutting to size, drilling welding including cost of fasteners clamps in R.C.C. structural members as directed, including two or more coats of synthetic enamel paints over one coat of primer after surface preparation including cutting and making good walls complete in all respect as specified and directed. |
| 11 | Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in any mortarand keeping in safe custody for relaying, complete all as specified and directed. |
| 12 | M&L for PCC 75mm thick, PCC 1:4:8, type D-2, using 40mm graded crushed stone aggregate as in sub base, complete all as specified and directed. |
| 13 | M&L for 30mm thick layer of fine sand for sand filling under floors or in foundation including watering & consolidation complete all as specified and directed. |
| 14 | Labour onlyfor laying of Machine pressed precast concrete coloured interlocking paver block for any shape and size conforming to IS 15658-2006 of 60 mm thickness M-35 Grade complete all as specified and directed. |
| 15 | Supply & laying of Machine pressed precast concrete coloured interlocking paver block for any shape and size or as per existingconforming to IS 15658-2006 of 60 mm thickness M-35 Grade complete all as specified and directed. |
| 16 | Demolition of cement concrete/ bitumen road (unreinforced) of any description/type with the help of demolition hammer/hilty for precise removal of concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removal of debris up to 50 mtr where directed complete all as specified and directed. |
| 17 | M&L for providing PCC 1:2:4, type B-1, using 20mm graded crushed stone aggregate as in mass concrete, foundation filling, path way etc. including necessary earth work and hard core up to 100 mm leveled in layers complete all as specified and directed.. |
