Development of Heliport at Baddi Solan Sub Head Construction of Boundary wall and parking at Baddi Heliport

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Centering and shuttering including strutting, propping etc. and removal of form for all heights. Foundations, footings, bases of columns, etc. for mass concrete

columns, pillars , piers, Abutments, Posts and struts

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) in foundation and plinth including carriage of material in all lead & lift as per direction of Engineer-in-charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

Providing and laying concrete for plinth/rainforced concrete in retaining wall in open foundations as per drawing, design technical specification clauses 802,803,1202 and 1203 nominal mix C.C 1:4:8 (One cement is to four sand is to eight crushed aggregates) i/c carriage of materials within all lead and lift and other incidentals like formwork etc. complete as per entire satisfaction of the Engineer In-charge.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level

All works above plinth level upto floor V level

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

coursed rubble masonry with hard stone (First or second sort) in superstructure above plinth level upto floor level. masonry work (First sort), in cement mortar 1:6( 1 cement :6 coarse sand) including carriage of material by manual / machanical means upto all lead & lift loading/unloading etc. complete as per direction of Engineer a charge.

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) Flush/ Ruled pointing

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) derived from natural sources

Centering and shuttering including strutting , propping Etc and removal of form for walls (any thickness) including attached pilasters, butteresses plinth and string courses etc.

P/F 15 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) in fair side brick/concrete surface including carriage of the materials in all lead, lift, height/level.

Applying one coat of water thinnable primer of approved brand and manufacture on wall surface: water thinable cement primer

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Tata or equivalent make

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

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.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate height priming coat, preparation of surface, etc. complete as per the direction of the Engineer Incharge including carriage of materials in all lead & lift.

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre 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/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) but i/c carriage of materials in all lead , lift and height.

Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-incharge, i/c cleaning the surface of oil, dirt, scales, oil, grease and other foreign mater;al etc. and lining out complete.New work (Two or more coats)

Supplying and stacking of good earth at site including royalty and carriage upto 5km lead complete (earth measured in stacks will be reduced by 20% for payment

supplying and stacking at site dump manure from approved source, including carriage upto 5km lead complete (manure measured in stacks will be reduced by 8% for payment) screened though sieve ofI.S designation 20mm

Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm. in warth pots of size 25cm as per directio of the officer -in- charge

Providing and stacking of pterospermum acerifolium (Kanak champa) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in - charge

Supplying and drawing of CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. (Polycab/D-LINK/Havells make or equivalent or as approved by site engineer)

Supplying and fixing of following sizes of PVC conduit along with the accessories in surface / recess including Excavtion and filling and making good the same in case of recessed conduit as required. (Precision pipes/Jindal/Di-plast make or equivalent or as approved by site engineer)

SITC of KVM Switch secureye make as per direction of Engineer-in charge and specifications as required including carriage of material in all lead and lifts as approved by the Engineer in Charge.

Providing and fixing LED (32 inches) and as per direction of Engineer-in charge and specifications as required including carriage of material in all lead and lifts through mechanical and manual transport . (Samsung/Sony/LG make or its equivalent as approved by the Engineer incharge)

Supplying and drawing of HDM1 CABLE 25 MTR in the existing surface/ recessed Steel/ PVC conduit as required. (REMAX/D-LINK make or equivalent or as approved by site engineer)

SITC of LAN to USB CONVERTER Standard make as per direction of Engineer-in charge and specifications as required including carriage of material in all lead and lifts as approved by the Engineer in Charge.

SITC of Wireless mouse logiteck make as per direction of Engineer-in charge and specifications as required including carriage of material in all lead and lifts as approved by the Engineer in Charge.

SITC of HDMI Cable 3 mtr W Box make as per direction of Engineer-in charge and specifications as required including carriage of material in all lead and lifts as approved by the Engineer in Charge.

NITIN BHARDWAJ

shiva electricals

SHASHANK KUMAR

Neelam Kumar