Expansion of Sub Market Yard at Sarahan, Distt. Sirmour, H.P. SH C/o 6 Nos. Shops, conference room, toilet block, pantry and site development work thereof.

Amount

SITE DEVELOPMENT:- Demolition above ground level upto floor two level including disposal of unserviceable material within 20 metres lead and including cutting the necessary reinforcement and separating out from RCC works complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge. a) RCC works

Cutting in earth work in by mechanical means all heights and depths in all kinds of soils, including saturated soils comprising of pick work , Jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (Where blasting is prohibited) and their intermediate classification of soil including, dewatring where required, setting out to required lines, levels as shown on the drawing and directed by the Engineer-in - charge at site, according to the HP.PWD. specification of 1990( One Thousand Nine Hundred ninety) Volume-I (One) and sorting out useful and unuseful matreial and Transportation of the unuseful matreial for disposing at dumping site ( To be arranged by the Contractor) as per satisfacation of Engineer -in- Charge through all modes of transportation including head load , animal load or mechnical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechnical means and labour( If required). All useful material such as stone , shingles aggregate and slates Shall be properly Stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation as per direction of the Engineer -in -charfe . The recovery for stones, weather useful or not, for the minimum quatom of 75.87 cubic meter @ Rupee 300/- Only (Rupees. Three hundred) per cubic meter Shall be effected on pro rata basis in all circumstances. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Excavation in earthwork and filling in 15 cm layers in foundation and plinths including ramming, watering and consolidating upto a lead of 20 metres and lift up to 1.5 metres.(pick work) as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

Earth work in excavation for all type of road structures such as retaining walls, breast walls, culverts, drains and parapets ectetra in all type of classification of soil comprising of ordinary soil, soft/ hard rocks, chiselling / wedging out of rocks (where blasting is prohibited) as per drawing and MORD technical specifications Clause 305.1, 1104 and 1606.1 and as per direction of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal of materials upto all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (One Hundred Fifty milimetres) compacted thickness including shorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-In-Charge and including of carriage of materials with in all leads and lifts.

Providing and laying concrete Mechanically mixed and vibrated P.C.C. nominal mix 1:6: 12 (one cement isto six sand isto twelve graded stone aggregate forty milimetre nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the same satisfaction and direction of Engineer-In-Charge.

Providing and laying concrete Mechanically mixed and vibrated P.C.C. M-10 nominal mix 1:3:6 (1 cement : three sand : six graded stone aggregate twenty milimetre nominal size for plain /reinforced concrete in open foundation and plinths or similar works complete as per drawings and technical specifications MORD clause 802,803,1202 &1203 and curing complete including the cost of form work and hauling of materials in all leads and lifts as per the same satisfaction and direction of Engineer-In-Charge.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 Granular material complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full with of the structures with slope of 1 (v):20 (H) towards draining face complete as per drawing and technical specification clauses 614,709,1204.3.7 complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

BUILDING WORK:- Excavation in foundation and trenches in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used /removed as per the direction of the Engineer - in- charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Excavation in drain and channel in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing off to dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation and used /removed as per the direction of the Engineer - in- charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:2:4(One cement Two sand :Four graded cursed/broken stone aggregate 20 mm) (Twenty millimeters nominal size) mechanically mixed and curing complete, excluding cost of form work in foundation and plinth, including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD.specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Providing and laying cement conrete 1: 5:10 (One cement :five sand: ten graded/ crushed stone aggregate 40 mm (Forty milimetre) nominal size) mechnically mixed and compacted the concrete with vibrator and curing complete excluding the cost of form work in foundation and plinth including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD.specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Providing and laying cement conrete 1: 6:12 (One cement : Six sand: twelve graded/ crushed stone aggregate 40 mm (Forty milimetre) nominal size) mechnically mixed and compacted the concrete with vibrator and curing complete excluding the cost of form work in foundation and plinth including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD.specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Stone soling properly hand packed filling interstices with manual roller to the required gradient and chamber including spreding,watering and rolling of hiding material moorum or earth etc. including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD.specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 Granular material complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full with of the structures with slope of 1 (v):20 (H) towards draining face complete as per drawing and technical specification clauses 614,709,1204.3.7 complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm,so as to give a fair finish including centring ,shuttering,strutting and propping etc. with wooden /steel battens and ballies, height of propping and centring below supporting floor to ceiling in all heights and level and removal of the same for in situ reinforced concrete & plain concrete work including carriage of materials through all mode of transportation with in all leads and lifts and as per HP.PWD.specifications of 1990 volume-I and as per direction of Engineer-in-charge in :- Foundation footing and basis of columns, etc. and mass concrete.

Flat surfaces such as soffits of suspended floors,roofs,landings and the like of any thickness in all Floor level in all hieghts.

Columns,pillars,posts and struts Square,rectangular or polygonal in plan in all Floor level in all heights.

Beams, Cantilever, girders and lintels. Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 metre in depth in all heights from floor.

Edges of slabs and break in floors and walls in any width.

Sloped surfaces, such as in staircases rtc.

Vertical surfaces, such as walls etc.

Providing and laying cement concrete 1:1.5:3 (one cement: one point five sand: three graded stone aggregate 20 mm (Twenty millimeter) nominal size) mechanical mixed and vibrated including curing complete excluding cost of form work and reinforcement for R.C.C including carriage of materals, labour, tool and plants through all modes of transportations with in all leads and lifts, as per PWD.specifications and as per direction of the Engineer-in-charge in :- Foundation, footings, bases of columns and the like and mass concrete in all depth.

Column, pillars post and struts in super structure for all floor in all heights.

Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and contilevers in super structure for all floor and in all heights

Stair cases (except spiral stair case) excluding landing but including preparing of the surface and finishing of nosing in superstructure for all heights.

Wall (any thickness but not less than 0.1 m thickness) attached pilasters butttresses, plinth and string courses etc. from top of foundation level upto floor two level:

Applying a coat of hot bitumen mexphalt 80/100 (Eighty/ Hundred) or equivalent using 1.70 Kgs. (one decimal seventy Kilogram’s) per square metre after cleaning the surface with a place of cloth lightly soaked in kerosene oil; with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge.

Providing Tor steel reinforcement of TATA Tiscon/SAIL/Rashtria Ispat incluiding cost of binding wire for R.C.C. work including cutting, bending, binding and placing in position complete in all floor levels in all heights including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge.

Brick work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:6 (One cement : Six sand) Second Class Bricks including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge.

Providing and laying brick work using common burnt clay building brick in Cement Mortar 1:6 (1 cement:6 sand) 2nd class bricks in super structure for all floors and heights including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge.

Providing and laying 2nd class half brick masonry in common burnt clay building bricks in cement Mortar 1:4 (1cement: 4 sand) in super structure for all floor in all heights including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Providing woodwork in frames of doors, windows , clerestroy , windows and other frames wrought, frames and fixed in position etc. as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all iincidential charges.The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government. a) Using second class deodar wood

Providing and fixing 40 X 3 mm flat iron holdfast 40 cm. Long including fixing to frame with 10 mm diametre bolts and nuts and wooden plugs and embeded in cement concrete blocks 30 x 10 x 15 cm. 1;3;6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nomonal size) including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary screws as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all iincidential charges.The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government. (35 mm thick) a) 2nd class deodar wood

Providing and fixing wire gauge shutters using galvanised M.S. Wire gauge of I.S. designation 85G with wire of dia 0.56 mm for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary screws as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all iincidential charges.The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government. (30 mm thick) a) 2nd class deodar wood

Providing and fixing anodized aluminum sliding door bolts with nuts and screws etcetra as per HP.PWD. Specifications, approved drawings, designs and entire satisfaction and directions of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government 250x16mm.(Two hundred fifty into sixteen milimetres )

Providing and fixing anodized aluminum tower bolts, (Barrel type)anodized transparent or dyed to required colour and shade with bolts and nuts/screws etcetra . complete as per HP.PWD. Specifications, approved drawings, designs and entire satisfaction and directions of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Governmentl. 150 x 10mm (One hundred fifty into ten millimeter).

Providing and fixing anodized aluminum tower bolts, (Barrel type)anodized transparent or dyed to required colour and shade with bolts and nuts/screws etcetra . complete as per HP.PWD. Specifications, approved drawings, designs and entire satisfaction and directions of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Governmentl. 100 x 10mm (one hundred into ten millimeter).

Providing and fixing aluminum handles anodized transparent or dyed to required colour and shade with necessary screws etcetra complete as per HP.PWD. Specifications, approved drawings, designs and entire satisfaction and directions of the Engineer-incharge including carriage of materials within all leads and lifts and other incidentals. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government 125mm ( one hundred twenty five millimeters )

Providing and fixing aluminum handles anodized transparent or dyed to required colour and shade with necessary screws etcetra complete as per HP.PWD. Specifications, approved drawings, designs and entire satisfaction and directions of the Engineer-incharge including carriage of materials within all leads and lifts and other incidentals. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government 100mm ( one hundred millimeters )

Providing and fixing 150mm(one hundred fifty milimeter powder coated aluminium hooks and Eyes ofo 6mm(six milimeter) dia with necessary screws etc. complete as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all iincidential charges.`

Supplying and fixing rolling shutters having width below 3.5( Three point five ) metres. of approved make made of 80 mm X 1.25mm ( eighty millimeters into one point two five millimeters ) mild steel laths interlocked together through their entire length and joined together at the end by end locks mounted on specially designed pipe shaft ,with brackets side guides and arrangements for inside and outside locking with push pull operation complete but excluding the cost of cover etcetra as per HP.PWD. Specifications, approved drawings, designs and entire satisfaction and directions of the Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals. The rate including of octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government.

Providing & fixing top cover for rolling shutters having width below 3.5m complete as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all iincidential charges.`

Providing and fixing ball bearings for rolling shutters complete as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all iincidential charges.`

Providing steel work of TATA SALT or RASHTRIYA ISPAT welded in built up sections/hollow section in trusses and framed work, including cutting,hoisting , fixing in position and applying a priming coat of red lead paint complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge. a) In trusses and trussed purlings in buildings

Providing steel work of TATA SALT or RASHTRIYA ISPAT welded in built up sections/hollow section in trusses and framed work, including cutting,hoisting , fixing in position and applying a priming coat of red lead paint complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge. a) In beams, joists, channels, angles,, tees ,flat with connecting plates, angles cleats, as in main and cross beams, hips, jack rafters, purlins connected to common rafter and the like

Providing steel work of TATA SALT or RASHTRIYA ISPAT welded in built up sections/hollow section in trusses and framed work, including cutting,hoisting , fixing in position and applying a priming coat of red lead paint complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge. a) In gratings, framed, guards, bars ladders and railing, brackets and similar works.

Providing and laying mirror polished Kota stone slab flooring 25 mm (twenty five milimeter) (table rubbed and polished)of size 550x550mm(five hundred fifty into five hundred fifty milimeter) (average) thick base of cement mortor 1:4 (one cement :four sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. including rubbing and polishing complete.treling the surface with bee waz as per H.P. PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all iincidential charges.

Kota stone (Table ruubed and polished) slab 25mm(twenty five milimeter)thick mirror polished in risers of steps, skierting dado and pillars laid on 12mm(twelve milimeter) (average) thick cement mortar 1:3(one cement:three sand) and jointed with grey cement slurry fixed with pigment to match the shade of the slabs including rubbing and polishing complete as per H.P. PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidential charges

Providing and fixing 10mm thick anti skid water proof stain resistant heavy duty vetrified tiles Nitco or equivalent 600mm x 600mm x 10mm manufactured of approved shade and colour in flooring , treads of steps and landings laid over 12mm thick cement mortar 1:3 jointed with cement slurry mixed with pigment to match the shade of tiles.

Providing and fixing white/ coloured glazed tiles 6mm thick in skirting risers of steps and dado on 12mm thick cement mortar 1:3 (One cement : Three sand) and jointed with cement slurry for all floor including entire carriage of materials through all modes of transportation with in all leads and lifts as per PWD specifications of 1990 vol. I and as per direction of Engineer-in-Charge.

Providing and laying granite stone(Table rubbed and polished) in flooring, wall lining/ dedo 20mm (twenty milimeter) (average) thickness base of cement mortar 1:3(one cement: three sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone i/c rubbing and polishing complete. 20mm(twenty milimeter).thick as per H.P. PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidential charges

Providing 6mm thick cement plaster to ceiling. in cement mortar 1:4 (1 cement : 4 sand) in all floor level including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Providing 15 mm thick cement plaster in single coat on the rough side of brick/concrete walls for internal /external plastering in all floor level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth cement mortar 1:6 (1 cement : 6 sand) including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Providing 15 mm cement plaster in single coat on fair side of brick/concrete walls for internal /external plastering in all floor level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar 1:6 (One cement : Six sand) including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Providing and fixing 0.60mm thick prepainted steel sheet of TATA Durashine in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

Providing and fixing ridges or hips 60 cm overall with 0.60mm thick prepainted steel sheets of TATA Durashine in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

Providing and fixing 30cm(thirty centimeter)wide 120cm(one hundred twenty centimeter) overall box type prepainted steel sheet 0.45cm(zero point forty five centimeter) thick ofo TATA Dura shine gutter fixed with bolts and nuts and washers etc. complete as per approved design complete as per H.P. PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all iincidential charges.

Providing and fixing valley 90 cm overall 0.60mm thick prepainted steel sheet of TATA Durashine in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia with prepainted G.I. limpet and bitumen washers complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

Providing and fixing M.S. BP Sheet 2mm thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-charge (Base members of steel work shall be measured & paid separtely) complete as per HP.PWD., specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

Providing and fixing 150mm(one hundred fifty milimeter) dia pipes on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm(four point five kilogramme per square mete. including filling the joints with approved adhesive complete.as per H.P. PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all iincidential charges

Providing and fixing M.S. sheet holder bat clamps of approved design to 150mm dia PVC pipes embeded in and including cement concrete blocks 10x10x10 cm of 1:2:4:mix (1 cement 2 sand 4 stone graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the wall etc. complete as per HP.PWD., specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

Providing and fixing on wall face PVC accessories for rain water pipe including filling the joints with approved adhesive complete 150mm (One hundred fifty milimetre) nominal size including carriage of materials through all modes of transportion with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge. a) Plain Bends

Applying Acreylic wall putty putty two coats over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matt finish to the surface complete as per H.P. PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all iincidential charges.

Distempering( two coats)with oil bound washable distemper of approved brand and manufacture and of orequired shade on undecodated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved branch and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth priming coat with distemper primer as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade and final finish after throughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete. as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease,dirt and other foreign matter, sand papering and knotting. readymixed paint brushing wood primer pink for all floor including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Painting two coats (excluding priming costs) on new wood and wood based surfaces with enamel paint other than white to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matters sand papering and stopping for all floor including carriage of materials through all modes of transportations with in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-Charge.

Painting two costs (excluding priming cost on new steel and other metal surfaces with enamel paint other than white brushing to give an even shade including cleaning the surface of all dirt,dust and other foregin matter paint complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

Providing and fixing plain M.S. Grills of required pattern in existing frames of windows and ventilators etc, with M.S. flats, square or round bars with round headed bolts and nuts etc. or by screws within all leads, lifts of materials and other incidentals includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

Providing and fixing P/F 16mm thick biason board ceiling with jointing and screwing complete (Frame to be measured and paid for separately) complete as per HP.PWD., Specifications of 1990 volume-I includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

P/F false ceiling at 8'-6'' height of 600x600x16mm ARMSTRONG Micro look ( ceiling frame having black groove at the bottom). The frame work comprises of main runner spaced at 1200 mm centres securely fixed to the structural soffit by approved hangers at 1200 mm maximum centres. Hangers ( GI wire of 4.0 mm dia ) to be fixed by approved roof plug, level adjusters and screws etc. . The last hanger at the end of each main runner should not be greater than 450mm from adjacent wall. Flush fitting 1200 mm long cross tees ( with double stiching) to be interlocked between main runners at 600 mm centres to form 1200x600 mm modules. Cut cross tees longer than 600 mm to be suppoerted independetly . 600mmx600mm modules to be formed by fitting 600 mm long flush fitting cross tees centrally between the 1200 mm cross tees includng carriage of materials, labour, tool and plants through all modes of transportation with in all leads and lifts, and as per direction of the Engineer-in-Charge.

SUNIL THAKUR

Jai Parkash

Devinder Thakur