Webel IT Park 07 IDM 21 22 13

Amount

Earthwork in excavation of foundation trenches or drains, in all sorts of soil including removing, spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Depth of excavation not exceeding 1,500 mm

Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm including watering and ramming etc layer by layer complete (Payment to be made on the basis of measurement of finished quantity of work).

With earth obtained from excavation of foundation.

Supplying and installing Sal-bullah piles at work site, including dressing and making one end pointed including 2 cats of coal tarring. The rate should include Labour for driving Sal-bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles

150mm diameter

Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor.

Pakur Variety

1:3:6 proportion

Batch mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per cum of Wet concrete produced in computerised batching plant under controlled condition using approved super plasticizer designing concrete mix following I.S 10262 and IS 456 transporting the mix with agitation in transic mixer to work site depositing the mix on a platform erected for the purpose at required level of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification and

direction of the Engineer-in-Charge including hire charges of computerised batching plant, transit mixer with all accessories vibrators etc including of all other incidental charges in this connection complete but excluding cost of hire charges of platform and its supporting staging which would be paid through separate item. Consumption of cement will not be less than 300 kg of cement per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula.

Without approved concrete pump

In ground floor and foundation

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works

Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.

Upto roof of ground floor

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction,

For works in foundation, basement and upto roof of ground floor upto 4 m.

Tor Steel/Mild Steel(SAIL/TATA/RINL)

Brick work with 1st class bricks in cement morter (1:4) 250 mm thick

In superstructure & ground floor

Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging cost of chipping over concrete surface)

15 mm thick plaster with (1:4) cement mortar

Making V-groove line (12 mm wide, 12 mm deep) in plastered surface.

Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.

NOTE:Cement 0.152 cu.m per100 sq.m.

M.S structural works in columns, beams etc with simple rolled structural meambers (e.g. joists, angle, channel sections conforming to IS 226, IS:808 & SP (6)-1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS:816-1956 & IS 1995 using electrodes of approved make and brand conforming to IS 814-1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental charges such as electricity charges, labour insurance charges etc

(Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment to gueest, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members of 7% of weight for finished structural members weighing not less than 22.5 kg/m may be increased allow for bracket, cleat, rivet, bolts and nuts etc and noseparate payment being made for these items as per direction of Engineer-in-Charge. The rates are considered for a height of erection 8 m/2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4 m beond initial 8 m or part thereof.

The rate should include painting all steel surfaces with two coats of approved synthetic enamel paints over a coat of primer.

For built up sections/structural members of specified sections weighing not less than 22.5 kg/m) (SAIL/TATA/RINL)

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc including using of approved putty etc on the surface, if necessary.

On steel or other metal surface with super gloss (hi-gloss)

Two coats (with any shade except white)

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.

(a) One Coat

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.

In Ground floor (Two Coat)

Premium 100% Acrylic Emulsion

Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed from the site.

In ground floor including roof

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed from the site

Upto 150 mm thick

In ground floor including roof

Dismantling R.C. floor, roof, beams etc.including cutting rods and removing rubbish as directed from the siteincluding stacking of steel bars.

(a) In ground floor including roof.

Labour charges for taking out and re errection for MS grill in position with all shorts of consumables including cutting chases in RCC and concrete grouting as where necessary

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

Bailing or pumping out water from foundation trenches. This item should be executed on the specific direction of the Engineer-in-charges when he is satisfied in his absolute discretion, that this has not been necessitated due to any fault on the part of the contractor

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. As directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (payment to be made on measurement of finished quantity)

Filling in foundation or plinth by Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming. wherever necessary. Supply of materials as per approved specification Medium Sand (Grading Zone II as per IS:383-1970) stacked at site. (Note: Including Cost of Materials)

Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) `complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge). Depth upto 1.5 m.

Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge). depth beyond 1.5 m. and upto 3.00 m

Earthwork in excavation of foundation trenches or drains, in all sorts of soil including removing, spreading or stacking the spoils within a lead of 75 m as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm including watering and ramming etc layer by layer complete (Payment to be made on the basis of measurement of finished quantity of work). With earth obtained from excavation of foundation.

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(pakur variety)

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed from the site.

Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging cost of chipping over concrete surface) - 15 mm thick plaster with (1:4) cement mortar

Hire and labour charges for shuttering with centering of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (At any location) (f) 25 mm to 30 mm shuttering without staging - any location

Providing neat cement punning avg 1.5 mm thick on plaster surface (plaster measured separately) smooth trowel finish complete with all labour and maerials.

Brick work in half brick thick masonry wall with bricks having crushing strength not less than 50 kg/sq cm in cement mortar 1:4 with H B wire netting reinforcement of approved quality at every third layer to all floors including necessary scaffolding complete as per specification and direction with all labour and materials.

Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineerin- Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816- 1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. For other Structural works like galleries etc.

The rate should include painting all steel surfaces with two coats of approved synthetic enamel paints over a coat of primer.(SAIL/TATA/RINL)

Providing and fixing precoated galvanised iron profile sheets( size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.5 mm(+0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS:277, in 240mpa steel grade, 5-7 micron epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard flim of 25 microns minimum to avoid scratches during transportation and should be supplied in asingle length upto 12 metre or as desired by Engineer-in-Charge. The steel shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafter and trusses and including cutting to size and shape where ever required. Make TATA Bluescope

Ridge works in sheeting works - Providing & Fixing pre coated galvanised steel sheet works with roofing accessories 0.50mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete: with 300mm lapping each way and 225mm end lapping

Gutter works in sheting - Providing & Fixing pre coated galvanised steel sheet works with roofing accessories 0.50mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS:277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete to make eave gutter fitted and fixed with necessary 50mm X 6mm MS flat bar clmps bent to shape and design , bolt,nuts,clamps etc complete including cost of all materials with 300mm end lapping - for 225m wide gutter

Carefully removing,staking the paver block & refixing the same with preparation of bed as necessary with joints properly filled in and packed with local sand

Supply, fiting and fixing of best quality Pin-Up board (Soft board) with heavy duty AL. frame works size 2ft wide X 3 ft high with all fiting and fixtures for hanging on walls.

M/S P.C ENTERPRISE

M/s BUILDERS

AMBA VINIYOG PVT LTD