Construction of road from Malhar to Marhoon (Balance Work), Package No. JK07-136, Stage-I, Block Lohai Malhar District Kathua

Earthwork in hill road:- Excavation in hilly areas in all kinds of soil, soft rock and hard rock by mechanical means including cutting and trimming of side slopes & disposing of excavated earth with a lift up to 1.5 m and a lead of 20m as per technical specification clause 1603.1including disposal of excavated earth without damaging public / private Property.

Excavation for structures. Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material up to 3 m depth. (All kind of soil)

Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 and 1203. PCC grade M-10 including carriage of material.

Plain / Reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 &1204 for height up to 5mtr. PCC grade M-20 including carriage of material.

Plain / Reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 &1204 for height up to 5mtr. PCC grade M-15 including carriage of material.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800,1205.4,&1205.5 R.C.C. M-25 including carriage of material.

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100 mm mesh ( woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing & technical specifications, Clause 1301 including carriage of material.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 (Granular material) including carriage of material.

Filling in foundation trenches as per drawing and technical specification clause 305.3.9 including carriage of material.

Providing and laying rein forced cement concrete pipe NP3 as per design in single row: - Providing and laying rein forced cement concrete pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement motor 1:2 but excluding excavation protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. (1000 mm dia)

Polygon random rubble masonry uncoursed/ brought to course, in 1cement : 5 fine sand mortar with nallah stones in sub- Structure , including leveling up at specified level with M-5 nominal mix (Maximum size of stone aggregates 20mm nominal) concrete including cost of through/ bond stones including carriage of material,excluding cost of stone.

Polygonal/random rubble masonry un coursed /brought to course laid dry with nallah stone in foundation and plinth including cost of through / bond stones including carriage of material,excluding cost of stone.

Supplying , fitting & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications clauses 1002,1010 and 1202 including carriage of material.

Design,supply,fabrication and launching of steel grider motorable bridge (Deck Type) 15 m clear span , clear carriageway 4.25 mtr over nallah including cost of carriage ,loading, unloading and painting of all fabricated steel members with one coat of red oxide primer and two coats of standard quality enamel paint including drainage spouts ,expansion joints providing and installation of POT cum PTEE bearings supply and fixing of nuts and bolts complete with washers, lying of RCC deck slab, approach slab and railling including substructure and approached complete job as per necessity at site drawing/design calculations to be provided by the contractor and duly aproved by the department. (03 No.15 mtr long span bridge)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulate lense type reflective sheeting vide clauses 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angel iron post 75mm 75mm 6mm firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement concrete 450mm 600mm, 600mm below ground level as per drawings and technical specification clause 801.

Providing and fixing of typical PMGSY informatory sign boards with logo as per MORD specifications and drawing . Three MS plates of 1.6mm thick , top and middle plate duly welded with MS flat iron 25mm* 5mm* size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm* 25mm* 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm* 75mm* of 12SWG sheet tubes posted duly embedded in cement concrete M-15 grade block of 450mm* 450mm* 600mm, 600mm, below ground level. The topmost diamond plate will be welded to middle plate by 47mm, 47mm, of 12 SWG steel plate tube. All M.S be stoved enameled on both sides. Lettering and printing arrows, border etc. Will be painted with ready mix synthetic enamel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1

Providing and fixing of typical PMGSY infotmatory sign board with logo as per MORD specification and drawing. Two MS plates of 1.6 mm thick duly welded with M flat iron 22 mm x 5mm size on back on edges and will be welded to 1 No. 75 mm x 75 mm if 12 SWG stell tube post duly embedded in cement concrete M-15 frade block 450 x 45mm x 600mm, 600mm below ground level. All MS be stoved enameled on both side. Lettering and printing arrow, border etc will be painted with ready mix syntyhetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clauses 1701.

Providing and fixing of typical PMGSY informatory sign boards with logo as per MORD Specifications and drawing. Two MS plates of 1.6mm thick duly welded with MS angle iron frame of 25mm*25mm*5mm.The angle iron frame of both the plates will be welded with steel plate of 5mm thick with 2 No. 75mm* 75mm cement concrete M-15 grade blocks of 600mm*600mm* 750mm, 750mm below ground level . Lettering and printing arrows, border etc will be painted with ready mix synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701.

RCC Boundary Pillars in M15 grade/Local stone of standard design as per IRC 25 Fixed in posiyion inluding finishing and lettering but excluding painting as per drawing and technical specification clause 1704

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