Construction of Multistoried Parking at Bus Stand Banjar Distt. Mandi HP

Amount

Cutting 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 Voulme-1 (one) and sorting out useful and unuseful materials alongwith 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, shall be properly stacked at site as per the direction of the Engineer - in- charge, to the maximum possible extent and to be handed over to the department. 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 to the satisifaction of engineer -in- charage .

Excavation in foundation and trenches etc. in all kinds of soils, including spade work ,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 alongwith 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, shall be properly stacked at site as per the direction of the Engineer - in- charge, to the maximum possible extent and to be handed over to the department. 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 to the satisifaction of engineer -in- charage.

Excavation in drain and channel etc. 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 alongwith 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, shall be properly stacked at site as per the direction of the Engineer - in- charge, to the maximum possible extent and to be handed over to the department. 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 to the satisifaction of engineer -in- charage.

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. including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing form work of steel plates 3.15 mm. (Three point one five millimeter) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into five millimeter) so as to give a rough finish including centering shuttering ,strutting and propping etc.with wooden ballies, height of propping and centering below supporting floor to ceiling in all heights and removal of the same for insitu-reinforced concrete and plain concrete work including all leads, lifts and carriage of materials complete in all respect of as per entire satisfaction of the Engineer in charge. in [a] Foundation, footings, bases of columns, etc. and mass concrete.

(b) Flat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200 mm( Two hundred millimeter) in thickness, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

(d) Columns, pillars, posts and struts Circular or curved in plan, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

(e) Beams, cantilever, girders and lintels. Sides & soffits of beams,beam haunchings, cantilevers,bressumers and lintels not exceeding 1 mtr. (One meter) In depth in all heights from floor, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

(f) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses in all heights and the like, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

(g) Stair cases with sloping or stepped soffits excluding landing, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

(h) Edges of slabs and breaks in floors and walls. Under 20 cm. (Twenty centimeter) wide. Edges of slabs and breaks in floors and walls., including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying cement concrete 1:3:6 (One cement isto Three sand isto Six graded stone aggregate 20mm ( Twenty milimeter) nominal size) Machnically Mixed and vibrated excluding cost of form work in:- in breast and retaing walls etc. including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying cement concrete 1:4:8 (One cement isto Four sand isto Eight graded stone aggregate 40 mm (Forty millimeter) nominal size ) Machnically Mixed and vibrated and curing complete excluding cost of form work in:- Foundation and plinth., including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying cement concrete 1:6:12 (One cement isto Six sand isto Twelve graded stone aggregate 40 mm (Forty millimeter) nominal size ) Machnically Mixed and vibrated and curing complete excluding cost of form work in:- Foundation and plinth., including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and laying Machnically Mixed and vibrated cement concrete 1:1.5:3 (One cement isto One and half sand isto Three graded stone aggregate 20mm. (Twenty millimeter) nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work up to floor all level , including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge in:- (a) Foundations, footings, bases of columns and the like and mass concrete.

(b) Columns, pillars, Posts, and struts from plinth level to upto floor all level, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

(c) Suspended floor, roofs landing and shelves and their supports balconies ,beams, girders, bressumers and cantilevers upto floor all level, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Wall (any thickness but not less than 0.10m thickness) attached pilasters, buttress, plinth and string courses etc. from top of foundation level to above level, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

(d) Stair cases (except spiral stair cases) excluding landing but including preparing of the surface and finishing of nosing upto floor all level, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing Tor steel reinforcement for R.C.C. work including cost of binding wire and bending, binding and placing in position complete including cost of binding wire complete up to floor all levels including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Brick work using 2 nd (Second) class common burnt clay building bricks work above plinth levels to above all levels , in cement mortar 1:5 (One cement isto Five sand), including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Random rubble masnory (Uncoursed /brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement : six sand :twelve graded stone aggregate 20mm (twenty millimeter) nominal size) in cement mortar 1:6 (one cement :six sand) in breast wall and retaining walls.

Stone filling behind retaining walls in all heights, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Stone soling properely hand packed filling interstics with spalls and consolidating with power road roller/ Hand roller to the requested gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm (Hundred millimeter) spread thickness (finished work including materials and labour), including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing P.V.C. weepholes 100 mm diameter pipe in brick masonary/plain reinforced concrete abutment, wing walls,retaining wall extended through the full width of the structures with slope of 1 (V) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Kota stone slab flooring 20 mm ( Twenty milimetre) (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, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge. 25 mm (Twenty five milimetre) thick

Kota stone slab 25 mm (Twenty five milimetre) thick in risers of steps,skirting dado and pillars laid on 12 mm (Twelve milimetre) (average) thick cement mortar 1:3 (One cement :Three sand) and jointed with greycement slurry mixed with pigment to match the shade of the slabsincluding rubbing and polishing complete, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

52 mm (fifty two millimeter)thick cement concrete flooring with concrete hardener topping, under layer 40 mm (forty millimeter)thick cement concrete 1:2:4 (one cement : two coarse sand : four graded stone aggregate 20 mm (twenty millimeter)nominal size) and top layer 12 mm (twelve millimeter)thick cement hardener consisting of mix 1:2 (one cement hardener mix : two graded stone aggregate 6 mm (six millimeter)nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing 0.60mm (Zero point six zero milimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 (Twenty) microns over 5 (Five) microns primer coating to back coat of polyster of 5(Five) microns over 5 (Five) microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm (Six milimetre) dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge.including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing & fixing 15 cm (Fifteen centimetre) wide 45 cm (Forty five centimetre) overall semicircular plain G.I. sheet gutter with iron brackets 40x3mm (Forty into three millimetre) size bolts & nuts with washers etc. including making necessary connection withrain water pipe complete as per design in 0.63 mm (Zero point six three millimetre) thick Sheet including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing M.S. BP Sheet 1.66 mm to 2mm (One point Six six millimetre to two millimetre) 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) including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing on wall face PVC (D-Plast/ finlox) rain water pipes of working pressure not less than 4.5 kg/sqm (Four point five kilo-garam per square metre) including filling the joints with approved adhesive complete. 110mm dia pipes including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing on wall faces PVC (D-Plast/ Finlox) accessories for rain water pipes including filling the joints with approved adhesive complete, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge: PVC Plain bend 110mm (One hundred ten millimeter) dia

Steel work welded in built up sections including cutting,hoisting, fixing,in position and applying a priming coat of red lead paint:- In trusses and trussed purlins in buildings, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

(b) In gratings framed guard bars, ladders, railling,brackets and similar works, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing and fixing moulded hand rail of M.S. hollow pipe 50mm (Fifty milimetre)dia welded in straight lenght over M.S. flat at top of vertical balusters including one coat of red oxide priming coat complete (M.S. flat & balusters of railings shall be mesaured & paid separetely, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

15mm (Fifteen milimetre) cement plaster in single coat on fair side of brick/concrete/stone walls for interi or plastering upto floor all level including arrises,internal rounded angles, chamfers and/or rounded angles not exceeding 80mm (Eighty milimetre) in girth and finished even and smooth. Cement Mortar 1:5 (One cement:Five sand), including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

6 mm (Six milimetre)cement plaster to ceiling in cement mortar 1:3 (One cement : three sand) including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Painting two coats (excluding priming coat) on new steel and other metal surfaces with readymixed paint acid resisting brushing to give an even shade including cleaning of all dirt,dust and other foreign matter, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

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 all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Constructing course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm (fifteen isto twenty two centimeter) in cement mortar 1:6 (one Cement : six Sand) and inside plastring with cement plaster 1:3 (one Cement: three Sand) including earth work and laying 10 cm (ten centimeter) cement concrete in 1:5:10 (one Cement : five Sand : ten graded stone aggregate) of 40 mm (forty millimeter) nominal size and 7.5 cm (seven point five centimeter) cement concrete 1:2:4 (one Cement : two Sand : four Graded stone aggregate of 20 mm (twenty millimeter) nominal size) and finished with a floating coat of neat cement complete as per standard design, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing plinth protection 50mm (fifty millimeter) thick in cement concrete 1:3:6 (one cement : three sand : six graded stone aggregate 20 mm (twenty millimeter) nominal size) including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

Providing under layer for plinth protection of 75mm (seventy five millimeter) thick (unconsolidated) bed dry brick/stone aggregate 40mm (forty millimeter) nominal size with rammed and consolidated and grouted with fine sand including preparation of ground, including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge.

CHHABI LAL

naresh kumar contractor

PUSHAP KANT CONTRACTOR

SANDEEP KUMAR SHARMA