C/o Make Shift Hospital for COVID-19 at Judda near Nahan, District Sirmaur (H.P.) under Deposit

Amount

Cutting in earth work in all heights & depths in all kinds of soil including struated soil comprising of pick work, jumper work, blasting work ( both soft & hard rock ) & shall be excavated with chiselling & wedging out rock( where blasting is prohibited ) and their interemediate classification of soil including dewatering wherever required setting out to required lines, level as shown on the drawing and as directed by the Engineer-in-Charge at site, according to the HPPWD specifiction of 1990 volume-I and sorting out useful & unuseful materials & stacking the same in all leads and lifts and transportation of the unuseful materials for disposing at dumping sites ( to be arranged by the contractor ) through all modes of transportation including head load,animal load or mechanical means along with its levelling fine dressing & all labour machineries materials, tools equipements and safety measures & incidentals necessary to complete the work by mechanical means and labour ( If required ). All useful materials such as stones, shingles, aggregate and slates shall be sorted along road side to the maximum possible extent in all leads and lifts through all modes of transportation and used and removed as per the direction of Engineer-in-Charge .Any loss to the public and private properly during the course of execution and dispoal of serviceable and un-serviceable materials shall be the aboulute 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. in earth work in all heights & depths in all kinds of soil including struated soil comprising of pick work, jumper work, blasting work ( both soft & hard rock ) & shall be excavated with chiselling & wedging out rock ( where blasting is prohibited ) and their interemediate classification of soil including dewatering wherever required setting out to required lines, level as shown on the drawing and as directed by the Engineer-in-Charge at site, according to the HPPWD specifiction of 1990 volume-I and sorting out useful & unuseful materials & stacking the same in all leads and lifts and transportation of the unuseful materials for disposing at dumping sites ( to be arranged by the contractor )through all modes of transportation including head load,animal load or mechanical means along with its levelling fine dressing & all labour machineries materials, tools equipements and safety measures & incidentals necessary to complete the work by mechanized means and labour ( If required ). All useful materials such as stones, shingles, aggregate and slates shall be sorted along road side to the maximum possible extent in all leads and lifts through all modes of transportation and used and removed as per the direction of Engineer-in-Charge .Any loss to the public and private properly during the course of execution and dispoal of serviceable and un-serviceable materials shall be the aboulute 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 drains and channels in all heights & depth in all kinds of soils, including struated soil comprising of pick work, jumper work and blasting work ( both soft & hard rock ) & wedging out of rock,( where blasting is prohibited ) and their interemediate classification of soil including dewatering wherever required, setting out to required lines, grades, side slopes, trimming bottoms and levels as shown on the drawing and as directed by the Engineer-in-Charge at site, according to the HP.PWD., specification of and sorting out useful unuseful materials and stacking the same in all leads and lifts and levelling and disposing of surplus excavated earth in acquired width of road or on approved dumping sites which will be arrange by the contractor at his own level and dumping charges if levied will be born by the contractor through all modes of transportation and used/ removed as direction of the Engineer-in-Charge including head load,animal load or mechanical means along with its levelling fine dressing & all labour,machineries,materials tools equipments and safety measures and incidentals necessary to complete the work by mechanized means & labour ( if any required ).All useful materials, such as stones, shingles, aggregate and slates shall be sorted out and stacked along road side to the maximum possible extent in all leads and lifts through all modes of transportation and used/ removed as per direction of Engineer-in-Charge. Any loss to the public and private properly during the course of execution and dispoal of serviceable and un-serviceable materials shall be the aboulute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Providing & laying cement concrete 1:6:12 ( One cement isto six sand isto twelve graded crushed stone aggregate 40mm ( forty milimeter ) nominal size ) and curing complete excluding cost of form work in foundation & plinth as per HPPWD. Specification 1990 volume-I ( One ) including carriage of all labour equipments and materials to various location through all leads,lifts and other incidental charges complete as per the entire satisfaction of the Engineer-in-Charge.

Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 P.C.C. grade M- 10 Nominal mix 1:3:6 ( One cement isto three sand isto six graded stone aggregate including form work and carriage of materials in all leads and lifts and other incidental charges complete as per entire satisfaction of the Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 nominal mix C.C. 1:4:8. ( one cement isto four sand isto eight crushed stone aggregate) 40 mm (forty milimetre) nominal size including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending 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 carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Back filling behind abutment wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Filling earth under floor including ramming watering and consolidating all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 and 1203 grade M- 20- nominal mix 1:2:4 (one cement isto two sand isto four graded stone aggregate including form work carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Brick work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:4 (One cement is to four 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.

Half brick work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:4 (One cement is to four 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.

15mm ( fifteen milimetre ) cement plaster in single coat on rough side of brick/ concrete/stone walls of interior plastering upto floor two level including arrises,internal rounded angles, chamfers & rounded angles not exceeding 80mm in ( eighty milimetre ) grith finished even and smooth in cement mortar 1:4 ( One cement is to four sand) as per HP.PWD.,specification volume-I ( one )including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete 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 of interior plastering upto floor two level including arrises,internal rounded angles, chamfers & rounded angles not exceeding 80mm in (eighty milimetre) grith finished even and smooth in cement mortar 1:4(One cement:four approved sand) as per HP.PWD., specification volume-I (one ) including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Supplying, fitting and placing HYSD bar reinforcement in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 and 1202 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and fixing high pressure PVC spigot & socket, waste & ventilating pipes ISI marked including fixing with approved adhesive etc. complete. :-

150mm (One hundred fifty milimetre ) dia as per HP.PWD., specification volume-I ( one ) including carriage of all labour equipment & materials to various location through all leads, lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

110mm (One hundred ten milimetre ) dia as per HP.PWD., specification volume-I ( one ) including carriage of all labour equipment & materials to various location through all leads, lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

75mm ( Seventy five milimetre ) dia as per HP.PWD., specification volume-I ( one ) including carriage of all labour equipment & materials to various location through all leads, lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Providing & laying in trenches, galvanised mild steel tubes ( Medium grade ) , tube fitting ( earth work in trenches to be measured & paid for separately )

20 mm ( Twenty milimetre ) nominal bore as per HP.PWD., Specification volume-I ( one ) including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

15 mm ( Fifteen milimetre ) nominal bore as per HP.PWD., Specification volume-I ( one ) including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.

Constructing manhole with R.C.C. top slab in 1:2:4 mix ( One cement is to two approved sand is to four graded stone aggregate 20mm ( twenty milimetre ) nominal size ) foundation concrete 1:4:8 ( one cement is to four sand is to eight graded stone aggregate 40mm nominal size ) inside plastering 15mm ( fifteen milimetre ) thick with cement mortar 1:3 ( one cement is to three approved sand )finished with a floating coat of neat cement & making channels in concrete 1:2:4 mix ( One cement is to two approved sand is to four graded stone aggregate 20mm ( twenty milimetre )nominal size ) finished smooth complete including curing & testing inside size 800 x 800 x 500mm ( eight hundred into eight hundred into five hundred milimetre ) deep including C.I. cover with frame ( Light duty single seal pattern ) 455mm x 610 mm ( four hundred fifty five milimetre into six hundred ten milimetre ) internal dimensions total weight of cover and frame to be not less than 38 Kg ( thirty eight kilogram )(Weight of cover 23Kg( twenty three kilogram ) and weight of frame 15 Kg ( fifteen kilogram ) with 200mm ( two hundred milimeter ) thick wall of brick masonry using common burnt clay building bricks in cement mortar 1:3 ( one cement is to three approved sand ) as per HP.PWD.,specification Volume-I (one) including carriage of all labour equipment & materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-charge.

Rahul Chuhan

Rakesh Chaudhary

MANISH CHAUHAN

Siddharth

Bhupender Chauhan

vishavjeet thakur

Pratap Singh

jagdish

DINESH KUMAR GUPTA