Renovation, Improvement Ext. of Maon Channel FIS Manoh Majhharnoo, Bhalyandra, Patti Majharnoo Kuhl in Tehsil Joginder Nagar Distt. Mandi H.P.

Amount

C/o FIS Majharnoo Kuhl

Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge.

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured & paid for seperately ) 15x15cm mesh GI wire 5mm thick complete with in all leads & lifts as per the entire satisfaction of Engineer-in-Charge.

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Wire crates to be measured and paid for seperately) complete with in all leads & lifts as per the entire satisfaction of Engineer-in-Charge.

Cement concrete lining in 15 cm . Thick or less for irrigation channels using cement concrete 1:3:6 (1 cement:3sand: 6 graded stone aggregate 20mm nominal size)with in all leads and lifts and as per the entire satisfaction of Engineer-in-Charge.

Hand mixed cement concrete lining in bed

15 mm cement plaster in single coat on rough side of brick/ concrete/ stone wall 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 in cement mortor 1:3 (1cement:3sand) complete with in all leads & lifts as per direction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of from work in foundation and plinth complete in all respect with in all leads and lifts and as per the entire satisfaction of Engineer-in Charge.

Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in:-

Foundation , footing basis of columns & the like and mass concrete complete in all respect and as per the direction of Enginer-in-Charge

Suspended floor ,roofs, lendings and shalves and thier suports balconies,beem griders and bressumers and cantiliver upto floor two level complete with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing tor steel reinforcement for R.C.C. work including bending,binding and placing in position complete upto floor two level in all respect complete with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing form work of steel plate 3.15mm thick planking so as to give a rough finish including shuttering, centring, shuttering and propping hight of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete and plain concrete work in lintels, beams etc. including all leads and lifts in: and as per the entire satisfaction of Engineer-in Charge.

Vartical surface such as walls (any thickness) portion and the like including attached pillers,buteress plinth and staircases and the like.

Flat surfaces such as soffits of suspended fioors roofs landing and the like . Floors etc up to 200mm in thickness. complete in all respect and as per the entire satisfaction of Engineer-In-Charge.

Edge of slabs & Breaks in floors & walls under 20 cm wide complete in all respect and as per the entire satisfaction of Engineer-In-Charge.

S.R Masonry coursed with hard stone of approved quality in foundation and plinth including racking out joint in C.M. 1:4.(1 cement :4 Sand) and as per the entire satisfaction of Engineer-In-Charge.

15 mm cement plaster in single coat on rough side of brick/ concrete/ stone wall 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 in cement mortor 1:3 (1cement:3sand) complete with in all leads & lifts as per direction of Engineer-in-Charge.

Providing and fixing control gate valve.

Cutting in earth work in all kind of soil such as pick work, jumper work,chiselling work and then disposing of all surplus excavated with in all lead and lifts.and as per the direction of Engineer-in-charge.

Random rubble masnory/ polygonal rubble masonry (uncoursed/brought to courses) with hard stone of apporved quailty in foundation & plinth including levelling up with cement concrete 1:6:12 (1Cement :6 sand :12greded stone aggregate) in CM 1:6 (1cement : 6sand) complete with in all leads and lifts.

Providing and laying cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete with in all leads & lifts as per direction of Engineer-in-Charge.

Phase II FIS Manoh Kuhl

Excavation in drains and channels etc. in earth work including dressing of sides and bed and disposal of excavated earth up to a lead of 20 mtrs in pick work. in all respect with in all leads and lifts as per the direction of Engineer-in-Charge.

Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge.

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured & paid for seperately ) 15x15cm mesh GI wire 5mm thick complete with in all leads & lifts as per the entire satisfaction of Engineer-in-Charge.

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Wire crates to be measured and paid for seperately) complete with in all leads & lifts as per the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of from work in foundation and plinth complete in all respect with in all leads and lifts and as per the entire satisfaction of Engineer-in Charge.

Providing and laying cement concrete 1:3:6 (1cement:3 sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of from work in foundation and plinth complete in all respect with in all leads and lifts and as per the entire satisfaction of Engineer-in Charge.

Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in:-

Foundation , footing basis of columns & the like and mass concrete complete in all respect and as per the direction of Enginer-in-Charge

Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level complete with in all leads and lifts as per direction of the Engineer-in-Charge.

Suspended floor ,roofs, lendings and shalves and thier suports balconies,beem griders and bressumers and cantiliver upto floor two level complete with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing tor steel reinforcement for R.C.C. work including bending,binding and placing in position complete upto floor two level in all respect complete with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing form work of steel plate 3.15mm thick planking so as to give a rough finish including shuttering, centring, shuttering and propping hight of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete and plain concrete work in lintels, beams etc. including all leads and lifts in: and as per the entire satisfaction of Engineer-in Charge.

Vartical surface such as walls (any thickness) portion and the like including attached pillers,buteress plinth and staircases and the like.

Flat surfaces such as soffits of suspended fioors roofs landing and the like . Floors etc up to 200mm in thickness. complete in all respect and as per the entire satisfaction of Engineer-In-Charge.

S.R Masonry coursed with hard stone of approved quality in foundation and plinth including racking out joint in C.M. 1:4.(1 cement :4 Sand) and as per the entire satisfaction of Engineer-In-Charge.

15 mm cement plaster in single coat on rough side of brick/ concrete/ stone wall 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 in cement mortor 1:3 (1cement:3sand) complete with in all leads & lifts as per direction of Engineer-in-Charge.

Providing and fixing control gate valve.

Cement concrete lining in 15 cm . Thick or less for irrigation channels using cement concrete 1:3:6 (1 cement:3sand: 6 graded stone aggregate 20mm nominal size)with in all leads and lifts and as per the entire satisfaction of Engineer-in-Charge.

Hand mixed cement concrete lining in bed

Hand mixed cement concrete linning in sides slopes.

Extra allowances for form work in concrete linning in sides/side slopes.

Dressing of bed and preparation of sub grade for lining in pick work as per the entire satisfaction of Engineer-in-Charge.

Dressing of side slopes and preparation of sub grade for lining in pick work as per the entire satisfaction of Engineer-in-Charge.

Phase-III FIS Bhalyandra Patti Kuhl.

Excavation in drains and channels etc. in earth work including dressing of sides and bed and disposal of excavated earth up to a lead of 20 mtrs in pick work. in all respect with in all leads and lifts as per the direction of Engineer-in-Charge.

Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of from work in foundation and plinth complete in all respect with in all leads and lifts and as per the entire satisfaction of Engineer-in Charge.

Providing and laying cement concrete 1:3:6 (1cement:3 sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of from work in foundation and plinth complete in all respect with in all leads and lifts and as per the entire satisfaction of Engineer-in Charge.

Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in:-

Foundation , footing basis of columns & the like and mass concrete complete in all respect and as per the direction of Enginer-in-Charge

Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level complete with in all leads and lifts as per direction of the Engineer-in-Charge.

Suspended floor ,roofs, lendings and shalves and thier suports balconies,beem griders and bressumers and cantiliver upto floor two level complete with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and laying CC 1:2:4 (1 cement:2 sand:4 graded stone agg.20mm nominal size) and curing complete exlcuidntg the cost of form work and reinforcement in:-Column pillar ete. complete in all respect with in all leads and lift,carrige of material and other incidental charges complete in all respect as per the direction of Enginer-in-charge

Providing tor steel reinforcement for R.C.C. work including bending,binding and placing in position complete upto floor two level in all respect complete with in all leads and lifts as per the direction of Engineer-in-Charge.

Providing form work of steel plate 3.15mm thick planking so as to give a rough finish including shuttering, centring, shuttering and propping hight of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete and plain concrete work in lintels, beams etc. including all leads and lifts in: and as per the entire satisfaction of Engineer-in Charge.

Vartical surface such as walls (any thickness) portion and the like including attached pillers,buteress plinth and staircases and the like.

Flat surfaces such as soffits of suspended fioors roofs landing and the like . Floors etc up to 200mm in thickness. complete in all respect and as per the entire satisfaction of Engineer-In-Charge.

Column pillar

S.R Masonry coursed with hard stone of approved quality in foundation and plinth including racking out joint in C.M. 1:4.(1 cement :4 Sand) and as per the entire satisfaction of Engineer-In-Charge.

15 mm cement plaster in single coat on rough side of brick/ concrete/ stone wall 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 in cement mortor 1:3 (1cement:3sand) complete with in all leads & lifts as per direction of Engineer-in-Charge.

Providing and fixing control gate valve.

Random rubble masnory/ polygonal rubble masonry (uncoursed/brought to courses) with hard stone of apporved quailty in foundation & plinth including levelling up with cement concrete 1:6:12 (1Cement :6 sand :12greded stone aggregate) in CM 1:6 (1cement : 6sand) complete with in all leads and lifts.

Cement concrete lining in 15 cm . Thick or less for irrigation channels using cement concrete 1:3:6 (1 cement:3sand: 6 graded stone aggregate 20mm nominal size)with in all leads and lifts and as per the entire satisfaction of Engineer-in-Charge.

Hand mixed cement concrete lining in bed

Hand mixed cement concrete linning in sides slopes.

Extra allowances for form work in concrete linning in sides/side slopes.

Dressing of bed and preparation of sub grade for lining in pick work as per the entire satisfaction of Engineer-in-Charge.

Dressing of side slopes and preparation of sub grade for lining in pick work as per the entire satisfaction of Engineer-in-Charge.

Providing , laying,jointing ( by way of circumfrential flanged joints of various flanges by electrical arc welding ) and testing of Steel pipes of following dia meters confirming to ISO 3183-2007, pipe grade L290 (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).

400 mm dia , (ISO 3183-2007), L-290,Wall thickness 4 mm, F.T=5

DHARAMVEER SINGH

Lalit Pal

RAVI CHAND ANAND

GANTANTAR THAKUR

Gaurav Thakur

prakul sharma contractor

PRITHI CHAND

Sanjeev Bhandari