Construction of farmers advisory centre near the DDA Hamirpur

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 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and un useful material and transportation of the un useful 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 equipment 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 foundations, trenches in earth work in all heights and depths in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling 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 un- useful material and transportation of the un -useful material for disposing at dumping site (to be arranged by the contractor) to the satisfaction of Engineer- in -Charge through all modes of transportation including head load, animal load or mechanical means along with its levelling fine dressing and with all kinds of labour ,machineries, tools equipment's and safety measures and incidentals necessary to complete the work by mechanical means and labour if required ) including returning the excavated soil in plinths , sides of foundations, consolidating each deposited layer by ramming and watering. All useful material such as stones shingles aggregates and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes o transportation and used / removed per the direction of engineer in charge. Any loss to the public and private property during the course of excavation and disposal od serviceable and unserviceable material shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Fillings in plinths with sand under floors including watering ramming consolidating and dressing complete including entire carriage of materials up to all leads, lifts and heights.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centering. Shuttering , strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling in all heights and removal of the same for insitu-reinforced concrete & plain concrete work with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge in:-

Foundation, footing bases of columns etc. and mass concrete including plinth beams and columns up to plinth level.

flat surfaces (all thicknesses) such as Soffits of suspended floors, roofs, landings, shelves and the like

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

Beams, cantilevers, girders and lintels. Sides and Soffits of beams, beam haunches, cantilievers girders, bressumers and lintels in all depths and heights.

Stair cases with sloping or stepped Soffits excluding landings

Edge of slab and breaks in floor and walls upto any thickness

Providing and laying mechanically mixed cement concrete 1:4:8 (one cement :four sand : eight graded stone aggregate forty mm nominal size broken / crushed) and curing complete excluding cost of form work in: Foundation and plinth with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in:all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Foundation footings bases of columns and the like and mass concrete.

Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level.

Columns pillars, posts and struts up to all heights.

Stair cases (except spiral stair case) excluding landing but including preparing of the surface and finishing of nosing upto floor two level.

Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto all floor level with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 including entire carriage of materials upto all leads, lifts and heights and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Brick work using common burnt clay building bricks second class in foundation & plinth and Super-structure above plinth level upto & above floor all levels in Cement mortar 1:6 (one Cement:six Sand) with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

In superstructure including square and rectangualre pillars upto all heights.

Half brick work using common burnt clay building bricks second class in extra for half brick masonry in Super-structure above plinth level upto & above floor all levels in Cement mortar 1:3 (one Cement:three Sand) with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing anodised aluminium work for door, window, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868. (Minimum anodic coating of grade AC 15) fixed with rawlplugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically where ever required including cleast angle, aluminium, snap beading for glazinge/panelling C.P. brass/stainless steel screws. All complete as per architectural drawings and the directions of Engineer-In-Charge. For doors windows and ventilatiors and glazed partitions frames with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

For shutters of doors windows & ventilators including providing and fixing hinges/ pivots and making provisions for fixing of fittings where ever required including the cost of PVC/neoprene gaskets as required (fittings and glazing/panelling shall be paid for separately)with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Extra for providing and fixing galvanised M.S. wire gauge of I.S. gauge designation No. 140 g to doors, window and clerestory windows with wire of dia 0.71 mm instead of I.S. gauge designation no. 85 g with wire of dia 0.56 mm with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing glazing in aluminium door, window, ventilator shutters and partition etc with PVC/neoprens gasket etc. complete B28 as per the architectural drawings and the directionsof Engineer-In_charge (cost of aluminium snap beading shall be paid in basic item.) Glazing with glass panes of 5.50mm thickness (weight not less than 13.75 kg/ sqm with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

P/F5mm thick Bakalite tile/ sheet of approved shade and colour in Alumimium shutter with aluminium beeding and rubber/ gasket compleet:-with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc., complete: including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.

300X16mm (three hundred into sixteen millimeters) size

Providing and fixing aluminum tower bolt (barrel type) anodized transparent or died to required shade and color with screws etc. complete including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge:

300X10 mm (Two hundred into ten millimeters)

200X10 mm (Two hundred into ten millimeters)

150X10 mm (one hundred fifty into ten millimeters)

Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc., complete: including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.

Bright finished M.S. hydraulic door closer with necessary screws etc., complete: including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge.

Providing and fixing 10mm thick anti skid water proof stain and impact resistant heavy duty vitrified tiles Nitco or equivalent 600X600mmX10mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12mm thick cement mortar 1:3 (one cement : three sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete including carriage of materials with in all leads and lifts and as per the directions of Engineer-in-Charge.

Providing and laying Duro stone vetrified tiles (600x600mmx8mm) in grey/coloured of required shade in skirting risers of steps and dados on 12mm thick cement mortar 1:3 (1 cement : 3 sand) laid over and jointed with neat cement slurry finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete,ncluding carriage of materials with in all leads and lifts and as per the directions of Engineer-in-Charge.

Extra for providing and fixing glass strip in joints of terrazzo floors 40mm wide and 6 mm thick with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Cement concrete flooring 1:2:4(one cement: two sand: four graded stone aggregate twenty mm nominal size crushed) 40mm thick. Within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Cement plaster skirting (upto 30cm height) with cement morter 1:3 (1 cement:3 sand) finished with a floating coat of neat cement including rounding of junction with floor. 20 mm thick with in all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and laying 300x300mm pattern finish ceramic (non slippary) tiles in flooring, treads of steps, n all colours shade design and prints as specified by the Engineer-in-charge laid on 20mm thick cement mortor 1:4 including grouting the joints with white ement and matching pigment etc.with in all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing glazed tiles pattern finish 200X300mm size n skirting, risers of steps and dado on 12 mm (twelve millimeters) thick cement morter 1:3 (one cement: three sand) and jointed with cement slurry and joints grouted with white cement slurry mixed with matching pigment complete .with in all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and laying granite stone in flooring 20mm(average)thickness base of cement mortar 1:3(1cement: 3 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.thick with in all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

6mm (six millimeter) cement plaster to ceiling including carriage of material with in all leads and lifts in: Cement Mortar 1:4(one cement: four sand)with in all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

20mm Cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth.1:6 (one cement: six sand)with in all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

15 mm (fifteen millimetre) thick cement plasters in single coat on fair side of brick/concrete/stone walls for interior/exterior plastering upto all floor level including arises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:5 (one cement isto five sand) including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge in : cement mortar 1:5 (one cement: five sand ).

Providing and fixing on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.50 kg/sqm including filling the joints with approved adhesive complete:75mm dia pipes with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

P/F Anti-Crrosive Light Grade SS pipe railing any make having blasuter of minimum size 40 mm AISI 316 grade squre/ round SS Steel with a clear height of 900mm fixed of 1.05m c/c AISI 316 grade square/round SS top horizontal rail 50mm (wall thickness2mm)i/c p/f of 600mm wide 10mm thick toughened glass (i/c itching work) with baluster and point of fixers of ozoneand beam 25mm base 25mm (anti skid) laminated glass steps with glass hplding accessories complete in all respect as per architectural drawing and direction of Engineer-in- charge with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc.and as directed by the Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materialwith in all leads & lifts and other incidentals as per approved design, drawing, specifications etc.and as directed by the Engineer-in-charge.

Providing under layer to plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregate 40mm normal size with ramming and consolidated and grouted with fine sand including preparation of ground within all leads and lifts and other incidentals as per approved design, drawing, specification etc.and as directed by the Engineer-in-charge.

Providing plinth protection 50mm thick in mechanically mixed cement concrete 1:3:6 (one cement: three sand: six graded stone aggregated twenty mm nominal size broken/crushed) within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and laying heavy duty precast cement conrete inter locking paver blocks vibro compacted upto M- 50 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for 60mm thick inter locking blocks within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Water Supply & Sanitary Installation

Providing and fixing vitreous china wash down water closet (European type W.C.pan) with integral 'P'or 'S' trap including jointing the tap with soil pipe in Cement mortar 1:1(1 Cement: 1 Sand) of Parryware / Hindware/ CERA,( seat and cover to be measured and paid for seperately) within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Angle Indian(Universal Closet)

Providing and fixing vitreous china closet squatting pan (Indian type W.C.pan) size 580mm (Earth work, bed concrete, foot rest and trap to be measured and paid for separateiy within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing 100mm size P or S trap for water closet including jointing the trap with the pan and soil pipe in cement mortar 1:1 (one cement : one sand) within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing vitreous china wash basin with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fittings.within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Flat back 550x400mm

Providing and fixing 10/12.50/15 litres vitreous china low level flushing cistern with a pair of C.I. or mild steel brackets, complete with fitting such as lead valve less syphon, 15mm nominal size brass ball valve with polythene float, C.P.Brass handle unions and coupling for connections with inlet, outlet and overflow pipes 40mm dia C.P. flush bend including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet (overflow pipe to bemeasured and paid for separately) within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing Plastic seat (solid/hollow type) and cover for wash down water closet with CP brass hinges and rubber buffers solid type white plastic seat and cover.within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing 600x450mm beveled edge mirror of superior glass mounted on 6mm thick AC sheet or plywood sheet and fixed to wooden plugs with C.P. brass screws and washers.within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing of M.I. Union for wash basin or sink 32mmdia within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing of PVC 32mm dia lead waste pipe for wash basin or sink including brass check nut.within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing of CP brass towel rail complete with CP brass brackets fixed to wooden plugs with CP brass 750x20mm within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing charomium plated Brass soap dish with CP brass bracket fixed to wooden cleats with CP brass screws within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing and fixing Brass full Way Valve with wheel within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing & fixing 15mm dia CP brass bib tap (superior or heavy type) within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Long nose

Short Nose

Providing & fixing 15mm dia CP brass Pillar tap with capstan head within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing & fixing 15mm dia CP brass angle cocks within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing & fixing 15mm nominal bore and 45cm in length PVC connection pipe within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Providing & fixing to wall/ ceiling and floor G.M.S tubes (medium grade) concealed within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

15mm nominal bore

Providing & fixing to wall/ ceiling and floor G.M.S tubes (medium grade) exposed on wall within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

15mm nominal bore

20mm nominal bore

Providing and fixing high pressure PVC (Supreme/Kisan /Astren make) spigot and socket soil waste and ventilating pipes ISI marked including fixing with approved adhesive etc. within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

75mm nominal bore

110mm nominal bore

Providing and fixing PVC spun fittings and accessories within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Bends of required degree, any radius

75mm nominal bore

110mm nominal bore

II) Plain

75mm nominal

110mm nominal

I) PVC single equal Tee (without door)

II) PVC single equal Tee (with door)

Collar

75mm nominal

110mm nominal

Providing lead caulked joints to sand cast iron/ cast pipes and fittings within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

75mm dia

110mm dia

P/F 110mm PVC cowl within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

P/F 75mm PVC cowl within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

P/F CP/MS grating of 100 mm dia within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

P/F 75mm PVC floor trap within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

P/F polyethelene Syntex water storage tanks of1000 liters net capacity within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

P/F CP brass Jet within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

P/F 32mm dia CP long bend within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

Making connection of G.M.S brand G.I mild steel main 20mm to 40mm nominal borewithin all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

P/F stainless steel sink (Diamond make) with Single hole of size 27"x21"x10"within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

P/F stoneware gully trap within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

C/O manhole with RCC top slabwithin all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

P/F MS holder bat clamps within all leads & lifts and other incidental as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge.

75mm dia

110mm dia

Retaining Wall

Excavation in foundations, trenches in earth work in all heights and depths in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling 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 un- useful material and transportation of the un -useful material for disposing at dumping site (to be arranged by the contractor) to the satisfaction of Engineer- in -Charge through all modes of transportation including head load, animal load or mechanical means along with its levelling fine dressing and with all kinds of labour ,machineries, tools equipment's and safety measures and incidentals necessary to complete the work by mechanical means and labour if required ) including returning the excavated soil in plinths , sides of foundations, consolidating each deposited layer by ramming and watering. All useful material such as stones shingles aggregates and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes o transportation and used / removed per the direction of engineer in charge. Any loss to the public and private property during the course of excavation and disposal od serviceable and unserviceable material shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30 x 30 x 5 mm, so as to give a fair finish including centering. Shuttering , strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling in all heights and removal of the same for insitu-reinforced concrete & plain concrete work with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge in:-

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge in:-

Providing and laying cement concrete 1:5:10 (1cement :5sand :10 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150mm. to 300mm. as per H.P.P.W.D.Specification. Detail of cost for one Cum.with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge in:-

Providing and fixing on wall face PVC pipe for weep holes 110 mm diameter.with in all leads & lifts and other incidentals as per approved design, drawing, specifications etc. and as directed by the Engineer-in-charge in:-

Supplying, filling, spreading & leveling stone boulders of size range 5 cmm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Sushil Kumar Govt Contractor

Ramesh Chand Govt. Contractor

SANDEEP SHARMA