Providing house to house tap connection in Village Tappa Changrara

Amount

Excavation in foundation in trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chieselling/ wedging out of rock/ where blasting prohibited saturated soil stacking the excavated soil as directed by the Engineer -in- Charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc., consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of Engineer-in- Charge.

Providing, laying cement concrete 1 : 6 : 12(1 cement : 6sand : 12graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinths within all leads and lifts as per direction of Engineer-in-charge.

Randum rubble masonery / polygonal rubble masonery (uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1 : 6 :12 ( 1 cement : 6 Sand :12 graded stone aggregate 20mm nominal size) in cement mortar 1 :6 (1cement :6 sand) in breast walls and retaining walls within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying damp proof course 38 mm thick with cement concrete 1:2:4 (1 cement:2 sand:4 graded stone aggregate 20mm nominal size) and curing complete within all leads and lifts as per the direction of Engineer -in- Charge.

Applying a coat of hot bitumen (mexphalt 80/100 or equivalent) using 1.70 kg. per square metre on damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil within all leads and lifts as per the direction of Engineer -in- Charge.

Brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:6 (1cement:6sand) above plinth level upto floor two level (2nd. class bricks) within all leads and lifts as per direction of Engineer-in-charge.

Brick work using common burnt clay building bricks of approved quality in foundation and plingh in cement mortar 1:6 (1cement:6sand) above plinth level upto floor two level (2nd. class bricks) within all leads and lifts as per direction of Engineer-in-charge.

Providing wood work in frames of doors, windows, clerestory, windows and other frames wrought,framed and fixed in position 2nd. Class deodar wood within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing panelled and glazed or panelled and glazed shutters for doors, windows and clerestory windows including bright finished / black enamelled iron butt hinges with necessary screws in 2nd. class deodar wood 40mm thick within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws within all leads and lifts as per the direction of Engineer-in -Charge.

Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre so as to give fair finish including centering, shuttering and propping etc. with wooden battens and ballies, height of propping and centring below floor to ceiling not exceeding four metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

Flat surface such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 milimetres in thickness including all leads and lifts as per the direction of Engineer -in- Charge.

Beam, cantilever, girders and lintles side and soffits of beams, beam haunching, cantilevers, bressumers and lintles not exceeding one metre in depth in all height within all leads and lifts as per the direction of Engineer -in- Charges.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.

Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

Suspended floor roofs, landing & shelves and their support balconies,beams, girders, bressumers cantilever up to floor two level including within all leads and lifts as per the direction of Engineer-in-Charges.

Precast terrazzo tiles hydraulic compressed 20 mm thick with marble chips of specified sizes laid in floors, treads of steps and landings on a bed of 25 mm average thickness of cement mortar 1:6 (1 cement :6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) incliding rubbing and polishing complete with tiles of following shades:-silver gray shade within all leads and lifts as per the direction of Engineer-in-Charge.

20mm thick cement plaster in single coat on fair side of brick/stone masonry walls & interior plastering upto floor two level including internal angle chamfers &/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (1cement: 6sand) complete in all respect within all leads and lifts as per direction of Engineer-in-charge.

15mm thick cement plaster in single coat on fair side of brick/stone masonry walls & interior plastering upto floor two level including internal angle chamfers &/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3 (1cement: 3sand) complete in all respect within all leads and lifts as per direction of Engineer-in-charge.

6mm cement plaster to ceiling in cement mortar 1 : 3 ( 1cement : 3 sand) within all leads and lifts as per the direction of Engineer-in -Charge.

Providing plinth protection 50mm thick cement concrete 1:3:6(1cement:3asand:6graded stone agg., 20mm nominal size) including finishing the top surface concrete smooth within all leads and lifts as per direction of Engineer-in-charge.

Providing tor steel reinforcement for reinforced concrete work including bending, binding, & placing in position complete upto floor two level) within all leads and lifts as per direction of Engineer-in-charge.

Applying two coats of wood preservative on new wood and wood preservative on new wood and wood preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter,sand papering and knotting.

Applying priming coat over new wood & wood based surface after and including repairing the surface by thoroughly cleaning oil grease dirt & other foreign matter & papering & knotting ready mixed paint brushing pink primer for enemel within all leads and lifts as per direction of Engineer-in-charge.

Painting two coats(excluding priming coat) on new wood and wood surface with ready mixed paint brushing to give an even shade including cleaning of all dirt, dust & other foreign matter sand papering and stopping with ready mixed paint other than white within all leads and lifts as per direction of Engineer-in-charge.

White washing with lime on underocated surfaces (two coats) to give an even shade including thoroughly bromming the surface to remove all dirt, dust mortar dirt and other foreign matter within all leads and lifts as per direction of Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface(two coat ) to give an even shade after throughly brushing the surface to remove all dirt and remains of loose powered materials within all leads and lifts as per the direction of Engineer -in- Charges.

Providing and fixing M.S. fan clamps type-I of 16mm dia MS barbent to shape with hooked ends in RCC slab during laying including painting the exposed position of loop, all as per standard design complete within all leads and lifts as per direction of Engineer-in-charge.

Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm diameter bolts & nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. 1:3:6 ( 1 cement : 3 sand: 6 graded stone aggregate 20mm nominal size) within all leads and lifts as per the direction of Engineer -in- Charges.

Providing and fixing anodized aluminium sliding door bolts bright finished or / and black enamelled with bolts and nuts screws etc. (250x16mm) within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing M.S. Tower bolts ( barrel type ) with nessary screws (200x10mm) within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing M.S. Tower bolts ( barrel type ) with nessary screws (150x10mm) within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing M.S. handles with nessary screws complete 100mm within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing M.S. round bars (16mm) grills of required pattern in wooden frames of windows etc. with M.S. Flats square or round bars with round headed bolts and nuts or by screws plain grill within all leads and lifts as per the direction of Engineer-in -Charge.

Stone / boulder filling under floor within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and laying cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding the cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per P.W.D. specification within all leads and lifts as per the direction of Engineer-in- Charge.

Manufacturing and Supplying of fencing panel of size 1.20mx1.80m of Jali 25X25mm welded to M.S.black tube of 32mm dia of 14 guage mm thick with M.S Flats 20X3mm, welded all around the pipe pannel two on both sides and providing hold fasts 7 Nos. of M.S. Flate of 32x3mm thickness having consting of tee of size 15X15 cms tee acting as hold fasts including cutting, weldign painting with red oxide paint to the entire satisfaction of the Engineer In charge

Steel work welded in built-up section, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in beams joists channels, angle cleats as in main and cross beam, hip and jack rafters, purlins connected to common rafters, steel gate and like within all leads and lifts as per the direction of Engineer-in- Charge.

Collection tank 75000 ltr cap. With 1.00 mtr stg. Ht. Node No.1 Construction of reinforcement cement concrete circular over head water storage reservoir 75,000 liters capacity including supply of design and structural drawing subject to approval of the same from the competent authority before starting the work including carriage of material within all leads and lifts of balcony 0.90 mtr. wide complete with railing. Reservoirs should comprise of following :-

G.I pipe 125mm dia for Inlet, Outlet, Over flow pipe length maximum 15 meter each and G.I pipe 125 mm dia Scour pipe length maximum 5 meter including by pass arrangement and pipe fittings all dia meters.

Providing and fixing 2mm thick M.S. sheet man hole cover of size 0.60X0.60 metre welded with bottom frame size 0.60X0.60 metre of angle iron size 40X40X6mm and cover frame of M.S angle iron size 25X25X5mm using central cross pipces along with locking arrangement and welding complete and applying a primer coat of red lead paint ( the weight of cover and frame to be not less than 20.15 kg.) with in all leads and lifts as per the satisfaction of the Engineer in charge.

Providing and fixing of galvanized M.S. flat Iron/ Angle, Gallery & stair Railing, M.S. Angle iron ladder, from man hole to bottom of reservoir and from ground level to top of proof up to manhole (in case of partially underground reservoirs.)

Cast iron ventilater pipe with cowl mosquito to proof cover of suficient length suitable for under ground reservior.

All other required accessories such as bell mouth, control valve for outlet, inlet and by pass line lighting conductor (if required ) water level quard (indicator).

All the fitting shall be embedded in the structure while the work is in progress. All connection shall be left outside the structure with sluice valve/control valve in position ready for connection with incoming and outgoing pipes, all sluice valves / Control valve shall be of Kartar Make PN 1.60.

All these above fitting shall conform to the relevent I.S. code.

Over Head Tank 180000 ltr cap. With 10.00 mtr stg. Ht. node No.2a Construction of reinforcement cement concrete circular over head water storage reservoir 1,80,000 liters capacity including supply of design and structural drawing subject to approval of the same from the competent authority before starting the work including carriage of material within all leads and lifts of balcony 0.90 mtr. wide complete with railing. Reservoirs should comprise of following :-

G.I pipe 125mm dia for Inlet, Outlet, Over flow pipe length maximum 40 meter each and G.I pipe 125 mm dia Scour pipe length maximum 15 meter including by pass arrangement and pipe fittings all diameters.

Providing and fixing 2mm thick M.S. sheet man hole cover of size 0.60X0.60 metre welded with bottom frame size 0.60X0.60 metre of angle iron size 40X40X6mm and cover frame of M.S angle iron size 25X25X5mm using central cross pipces along with locking arrangement and welding complete and applying a primer coat of red lead paint ( the weight of cover and frame to be not less than 20.15 kg.) with in all leads and lifts as per the satisfaction of the Engineer in charge.

Providing and fixing of galvanized M.S. flat Iron/ Angle, Gallery & stair Railing, M.S. Angle iron ladder, from man hole to bottom of reservoir and from ground level to top of proof up to manhole (in case of partially underground reservoirs.)

Cast iron ventilater pipe with cowl mosquito to proof cover of suficient length suitable for under ground reservior.

All other required accessories such as bell mouth, control valve for outlet, inlet and by pass line lighting conductor (if required ) water level quard (indicator).

All the fitting shall be embedded in the structure while the work is in progress. All connection shall be left outside the structure with sluice valve/control valve in position ready for connection with incoming and outgoing pipes, all sluice valves / Control valve shall be of Kartar Make PN 1.60.

All these above fitting shall conform to the relevent I.S. code.

Under Ground storage tank 35000 ltr. cap. node No.7 Construction of reinforcement cement concrete circular over head water storage reservoir 35,000 liters capacity including supply of design and structural drawing subject to approval of the same from the competent authority before starting the work including carriage of material within all leads and lifts of balcony 0.90 mtr. wide complete with railing. Reservoirs should comprise of following :-

G.I pipe 50mm dia for Inlet, Outlet, Over flow pipe length maximum 24 meter each and G.I pipe 50 mm dia Scour pipe length maximum 6 meter including by pass arrangement and pipe fittings all diameters.

Providing and fixing 2mm thick M.S. sheet man hole cover of size 0.60X0.60 metre welded with bottom frame size 0.60X0.60 metre of angle iron size 40X40X6mm and cover frame of M.S angle iron size 25X25X5mm using central cross pipces along with locking arrangement and welding complete and applying a primer coat of red lead paint ( the weight of cover and frame to be not less than 20.15 kg.) with in all leads and lifts as per the satisfaction of the Engineer in charge.

Providing and fixing of galvanized M.S. flat Iron/ Angle, Gallery & stair Railing, M.S. Angle iron ladder, from man hole to bottom of reservoir and from ground level to top of proof up to manhole (in case of partially underground reservoirs.)

Cast iron ventilater pipe with cowl mosquito to proof cover of suficient length suitable for under ground reservior.

All other required accessories such as bell mouth, control valve for outlet, inlet and by pass line lighting conductor (if required ) water level quard (indicator).

All the fitting shall be embedded in the structure while the work is in progress. All connection shall be left outside the structure with sluice valve/control valve in position ready for connection with incoming and outgoing pipes, all sluice valves / Control valve shall be of Kartar Make PN 1.60.

All these above fitting shall conform to the relevent I.S. code.

Over Head Tank 25000 ltr. cap. 10.00 mtr, stg. Height node No.4 Construction of reinforcement cement concrete circular over head water storage reservoir 25,000 liters capacity including supply of design and structural drawing subject to approval of the same from the competent authority before starting the work including carriage of material within all leads and lifts of balcony 0.90 mtr. wide complete with railing. Reservoirs should comprise of following :-

G.I pipe 50mm dia for Inlet, Outlet, Over flow pipe length maximum 40 meter each and G.I pipe 50 mm dia Scour pipe length maximum 15 meter including by pass arrangement and pipe fittings all diameters.

Providing and fixing 2mm thick M.S. sheet man hole cover of size 0.60X0.60 metre welded with bottom frame size 0.60X0.60 metre of angle iron size 40X40X6mm and cover frame of M.S angle iron size 25X25X5mm using central cross pipces along with locking arrangement and welding complete and applying a primer coat of red lead paint ( the weight of cover and frame to be not less than 20.15 kg.) with in all leads and lifts as per the satisfaction of the Engineer in charge.

Providing and fixing of galvanized M.S. flat Iron/ Angle, Gallery & stair Railing, M.S. Angle iron ladder, from man hole to bottom of reservoir and from ground level to top of proof up to manhole (in case of partially underground reservoirs.)

Cast iron ventilater pipe with cowl mosquito to proof cover of suficient length suitable for under ground reservior.

All other required accessories such as bell mouth, control valve for outlet, inlet and by pass line lighting conductor (if required ) water level quard (indicator).

All the fitting shall be embedded in the structure while the work is in progress. All connection shall be left outside the structure with sluice valve/control valve in position ready for connection with incoming and outgoing pipes, all sluice valves / Control valve shall be of Kartar Make PN 1.60.

All these above fitting shall conform to the relevent I.S. code.

Over Head Tank 15000 ltr. cap. 10.00 mtr, stg. Height node No.6 Construction of reinforcement cement concrete circular over head water storage reservoir 15,000 liters capacity including supply of design and structural drawing subject to approval of the same from the competent authority before starting the work including carriage of material within all leads and lifts of balcony 0.90 mtr. wide complete with railing. Reservoirs should comprise of following :-

G.I pipe 50mm dia for Inlet, Outlet, Over flow pipe length maximum 40 meter each and G.I pipe 50 mm dia Scour pipe length maximum 15 meter including by pass arrangement and pipe fittings all diameters.

Providing and fixing 2mm thick M.S. sheet man hole cover of size 0.60X0.60 metre welded with bottom frame size 0.60X0.60 metre of angle iron size 40X40X6mm and cover frame of M.S angle iron size 25X25X5mm using central cross pipces along with locking arrangement and welding complete and applying a primer coat of red lead paint ( the weight of cover and frame to be not less than 20.15 kg.) with in all leads and lifts as per the satisfaction of the Engineer in charge.

Providing and fixing of galvanized M.S. flat Iron/ Angle, Gallery & stair Railing, M.S. Angle iron ladder, from man hole to bottom of reservoir and from ground level to top of proof up to manhole (in case of partially underground reservoirs.)

Cast iron ventilater pipe with cowl mosquito to proof cover of suficient length suitable for under ground reservior.

All other required accessories such as bell mouth, control valve for outlet, inlet and by pass line lighting conductor (if required ) water level quard (indicator).

All the fitting shall be embedded in the structure while the work is in progress. All connection shall be left outside the structure with sluice valve/control valve in position ready for connection with incoming and outgoing pipes, all sluice valves / Control valve shall be of Kartar Make PN 1.60.

All these above fitting shall conform to the relevent I.S. code.

Sarabjit Singh Katoch

PRITAM CHAND

Sanjay Gaur

Chamunda Construction Company