Beautification of Mahunag Temple Complex in Tehsil Karsog Development Block Churag District Mandi HP Sub Head Construction of Entrance Gate

Excavation in soil in Hilly area by mechinical /Manual means in all heights and depths all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiesling / wedging out rock (where blasting is prohibited ) and other intermediate classification of soil including cutting and trimming of side slopes and disposal unserviceable material by mechnical transport to designated dumping site and stacking the serviceable/ useful material as directed by the Engineer -in - Charge, muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be removed only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and avoid any damage to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases, including carriage of materials with in all leads, lifts and other incidentals.

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation, trenches, drains (Any width or square metre on plan), including dressing of sides and ramming of bottoms, lift upto any height, including getting out the excavated soil and disposal of surplus excavated soil as directed in all kinds of classification, of soils such as pick work, jumper work, blasting work saturated soils including chiseling or any other mixed variety of soils, dewatering and / or removal of slush and other incidentals within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying, mechanically mixed and vibrated cement concrete 1:4:8 (one cement : four sand : eight graded crushed stone aggregate 40 mm (forty millimeter) nominal size) in foundation and plinth including curing complete excluding the cost of form work but including carriage of material with in all leads, lift, and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete as required including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge.

Reinforced cement concrete work in walls any thickness including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor all level excluding the cost of centering, shuttering, finishing and reinforcement in secified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete as required including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge.

Reinforced cement concrete work in Beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor all levels excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing from work with steel plates 3.15 mm (three decimal fifteen millimeter ) thick welded with angle iron in frame 30X30X5 mm (thirty into thirty into five millimeters )so as to give a fair finish including centering , shuttering ,strutting and propping etc. with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling & removal of same for in-situ reinforced concrete and plain concrete work in .

Foundations, footings, bases of columns, etc. for mass concrete

Suspended floors, roofs, landings, balconies and access platform.

Columns, pillars, posts and struts square, rectangular or polygonal in plan as required.

Edges of slab and breaks in floor and walls under 20 cm wide as required.

Providing tor steel reinforcement TMT bars of grade Fe-500 D or more ISI make high yield strength for reinforced cement concrete work including straightening, cutting ,bending, binding and placing in position and cost of binding wire complete up to floor all levels including carriage of material with in all leads, lifts and other incidentals complete as per direction and to the entire satisfaction of Engineer-in-Charge

Coursed rubble masonry work with hard stone (first sort)in cement mortar 1:6 (1 cement : 6 coarse sand) in super tructure above plinth level and upto floor all level including curing complete and carriage of material within all leads, lifts and other incidentals.

Providing stone soling under floor hand packed complete in all respect including carriage of material within all leads, lifts and other incidentals.

Slate roofing 40 x 20 cm with 7.5 cm lap double layer fixed on wooden battens (wood work to be paid for separately) including carriage of material within all leads, lifts and other incidentals.

Providing and fixing ridges or hips 60 cm over all with 0.60 mm ( zero point sixty milimeters) thick prepainted steel sheet in roofing with hot dipped metallic zink coated sheet with top coat of regular modified polyster ( RNP ) organic coating of 20 microns over 5 rons primer coating to back coat of polyster of 5 microns over 5 microns primer coating including fixing with prepainted screws complete with all accesoriees as required as per the directon of engineer in charge including carriage of material with in all leads lifts in all floors.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including carriage of material within all leads, lifts and other incidentals.

Providing and fixing stainless steel ( Grade 304) railing, grills made of Hollow/solid tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). as required including carriage of materials with in all leads, lifts and other incidentals complete as per direction by the Engineer-in-Charge.

Janjelhi stone slab flooring and skirting over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) including carriage of material within all leads, lifts and other incidentals.

Providing and fixing 3 mm thick ACP sheet as per design and pattern. tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross"T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles ofapproved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be prepainted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge including carriage of material within all leads, lifts and other incidentals.