Banlance work for C/O Ayurvedic Health Centre Building at Lauga Sub tehsil Kotgarh Distt Shimla HP SH C/O R/Wall and B/Wall WS and SI and Septic Tank etc.

Amount

Cutting in earth work by mechanical means in all heights and depths in all kinds of soil, including saturated soil comprising of pick work, jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rocks (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 mechanucal means along with its leveling fine dressing and with all kinds of labour (if required). All useful material such as stones, shingles 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 properity 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 earth work in all heights and depths in all kinds of soil, including saturated soil comprising of pick work, jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rocks (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 pf 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-inCharge 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 (if required). All useful material such as stones, i.e. shingles 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 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 foundation trenches etc. earth work in all heights and depths in all kinds of soil, including saturated soil comprising of pick work, jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rocks (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 pf 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-inCharge 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 (if required). All useful material such as stones, shingles 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 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 drain and channels in all heights and depths in all kinds of soil, including saturated soil comprising of pick work, jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rocks (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 pf 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-inCharge through all modes of transportation including head load, animal load or mechanucal means along with its leveling fine dressing and with all kinds of labour (if required). All useful material such as stones, i.e. shingles 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 properity 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.

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 levels and removal of the same for in situ reinforced concrete & plain concrete work 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.Vertical surfaces such as walls (any thickness) partitions and the olike including attached pillasters buttresses, plinth and string courses and the like.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like upto all floor levels and all heights.

Edges of slabs and break in floors and walls. Under 20cm wide :-

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth including carriage of materials through all modes of transportationswith 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 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in: Foundation and plinth 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 1:4:8 (1 cement: 4 sand : 8 graded crushed stone aggregate 40mm) mechanically mixed and curing complete, excluding cost of form work in foundation and plinth 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 reinforced cement concrete work 1:1½:3 (1 cement : 1½ sand : 3 graded stone aggregate 20 mm nominal size compacting the concrete with mechanical mixer and vibrated and curing complete excluding cost of form work and reinforcement for reinforced concrete work,but Suspended floors, roofs, landing and shelves and their support, balconies, beams, girders, bressumers and cantilever upto all floor levels. 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 Tor steel reinforcement for Reinforced Cement Concrete work including bending, binding and placing in position complete including cost of binding wires complete and other incidentals due for its completion for all floors and all heights 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 weapholes in brick masonry/stone masonry/plain reinforced concrete in R/wall and B/wall with 100mm dia finolex PVC pie extending through the full with of the structures with slop of 1 (v):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 including carriage of materials through all modes of transportationswith in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Squared rubble masonry coursed with hard stone of approved quality in foundation and plinth in Retaining walls/Breast walls including raking out joints in cement mortar 1:6 (1 cement : 6 sand) including carriage of materials through all modes of transportationswith 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 bricks in Super-structure 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.

Stone filling behind retaining walls/Breast walls including carriage of materials through all modes of transportationswith in all leads and lifts and as per HP.PWD. specifications of 1990 volume-I and as per direction of Engineer-in-charge.

Construction of Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. including carriage of materials through all modes of transportationswith 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 flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) 40mm thick 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.

20mm cement plaster in two caots backing coat 10mm and finishing coat 10mm thick on fair side of brick/stone masonry walls 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 Cement Mortar 1:4 (1 Cement:4 sand) complete in all floors 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 cast iron cover without frame for manholes:For frame of 500mm internal diameter C.I. cover (medium duty) the weight of cover to be not less than 58kg. 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 C.I. Cover 300 mmx300 mm with frame for gully trap (standard pattern) the weight of cover to the not less than 4.53kg. 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 (to level or slopes) and jointing with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) salt glazed stoneware pipes grade 'A' of the following internal diameters including testing of pipes and joints complete 100mm 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 to wall ceiling and floor galvanised mild steel tubes (Medium grade) tube fitting and clamps including making good the wall, ceiling and floor:-15mm nominal bore including carriage of materials through all modes of transportationswith 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 placing water tank make SINTEX having capacity of 1000 liters (one thousand liters) each tank necessary fittings including over flow pipe scour pipe etc and pads required for in let and out let and inside painting ball valve with cover and locking arrangements including painting of good quality complete in all respect 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.

Fixing water meter stop-cock in galvanised mild steel tube including necessary fittings such as mild steel galvanised jam nut, sockets, etc. cutting and making long screws complete (water metre and stop-cock to be measured and paid for separately) 15mm nominal bore 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 high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete 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.75mm nominal diameter / size pipe.

110mm dia

Providing and fixing cast iron holder bats including steel bolts to sand cast iron / cast (spun) iron pipes embedded in and including cement concrete blocks 100mm x 100 x 100mm of 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) including cost of cutting holder and making good the walls :-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.75mm nominal diameter / size pipe.

100mm nominal diameter / size pipe.

Providing and fixing PVC door bend with oval access door, insertion rubber washer 3 mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete 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.75 mm dia.

110 mm dia.

Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete 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.75 mm dia.

110 mm dia.

Providing and fixing PVC single equal branch plain ISI marked including fixing with approved adhesive etc. complete 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.75 mm dia.

110 mm dia.

Providing and fixing PVC single equal branch plain ISI marked including fixing with approved adhesive etc. complete 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. 75 mm dia.

110 mm dia.

Providing and fixing PVC collars ISI marked including fixing with approved adhesive etc.complete 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.75 mm dia.

110 mm dia.

Providing and fixing PVC cowl 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.(M.R) 100mm nominal diameter

75mm nominal diameter

Providing and fixing PVC floor trap ISI marked of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete 110 mm x 75 mm 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 vitreous China wash down, water closet squatting pan (Indian type W.C pan) size 580mm (Earth work, bed concrete, foot rest and trap to be measured and paid for separately).Orissa Pattern 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 vitreous China wash down, water closet (European type. W.C. pan) with integral 'P' or 'S' trap including jointing the trap with soil pipe in cement mortar 1:1(1 cement : 1 sand) (Seat and over to be measured and paid for separately):-Angle Indian Universal closet 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 PVC ‘P’ or 'S' trap for water closet (squatting pan) ISI marked including jointing the trap with the pan and PVC pipe with approved adhesive etc. complete 110 mm dia 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 plastic seat (Solid / Hollow type) and cover for wash down water closet with C.P. Brass hinges and rubber buffers :SOLID TYPE: white plastic seat and cover 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 10.00 ltr.capacity PVC low level flushing cistern Hind ware sleek ultra design No 186575 size 42 X 39 X 14 cm or equivalent with a pair of brackets with fittings such as lead valve, syphon, 15mm nominal size PVC ball valve with polythene float,with push button,couplings for connections with inlet, outlet and ovrflow pipe, 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 be measured and paid for separately 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 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:-Flat back 550mmx400mm 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 C.P. Brass waste for wash basin or sink :-32mm dia 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 M.I. Union for wash basin or sink :-32mm dia 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 toilet paper holder C.P. Brass 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 600mm x 450 mm bevelled edge mirror of superior glass mounted on 6mm thick A.C. Sheet or plywood sheet and fixed to wooden plugs with C.P. Brass screws and washers 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 C.P. Brass Towel rail complete with C.P. Brass brackets fixed to wooden plugs with C.P. Brass screws :-600mm x 20mmm 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 600mm x 120 mm glass shelf with C.P. Brass bracket and guard rail complete, fixed to wooden plugs with C.P. Brass screws 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 brass bib tap (Superior or heavy type) :-15mm dia 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 C.P Brass pillar tap with Capstan head (a) 15mm dia 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 C.P.brass angle cock 15mm dia.without nuts and pipe 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 Brass stop cocks 15mm dia 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 P.V.C connection with brass unions 300/450mm length :- 15mm nominal bore 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 brass full way valve with wheel:-15mm nominal bore 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.

Constructing manhole with R.C.C top slab in 1:2:4 mix in 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) foundation concrete1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40mm nominal size) inside plastering 15mm thick with cement mortar 1:3 (1cement 3 sand) finished with a floating coat of neat cement and making channels in concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished smooth complete including curing and testing: Inside size 800mm x 800mm and 500mm deep including C.I cover with frame. (Light duty single seal pattern - 1) 455 mmx610mm internal dimensions total weight of cover and frame to be not less than 38kg. (Weight of cover 23 kg and weight of frame 15 kg.) (a) With 200mm thick walls of brick masonry using common burnt clay building bricks in cement mortar 1:3 (1 cement : 3 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.

Construction chamber 300mm x 300mmx500mm inside size for stop cock with C.I. surface box 100mm x 100 mm x 75mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 sand 4 graded stone aggregate 20mm nominal size) 75mm thick foundation concrete 1:5:10 ( 1cement : 5 sand : 10 grades stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement :3 sand) finished with a floating coat of neat cement including curing complete :-with 100 mm thick walls of brick masonry in cement mortar 1:5 (1 cement: 5 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.

White glazed tiles 6 mm thick in skirting risers of steps and dado 12 mm thick cement mortar 1:3 (1 cement :3 sand) and jointed with cement slurry 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 10mm thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalant 300x300mmx10mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12mm thick cement mortar 1:3 (1 cement : 3 sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete 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.

Supplying and stacking brick bats 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.(MR).

Shashi Bhushan