Construction of Mahila Mndal Bhawan Kass Upper Janihan Dumahe road Km. 0/0 to 3/0

Amount

Excavation in soil in hilly area by mechanical means including cutting and trimming of sides slopes and disposing of excavated earth upto all leads and lifts as per technical specification clause 1603.1 and as per direction of Engineer-in-charge.

Earth work in excavation in all kind of classification of soil in foundation of structures upto all depth/ height as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material and disposal of all surplus excavated earth in specified site and direction of Engineer-in-charge complete.

Providing and laying cement concrete plain/ reinforced concrete 1:4:8 (one cement : four sand : eight graded crushed stone aggregate 40mm ( forty millimetre) nominal size) in open foundation complete as per drawing and technical specification cluse 802,803,1202 and 1203 including form work for plain/ reinforced concrete work as per drawing and HP,PWD technical specification including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 in course rubble Masonry cement mortar 1:5 ( One cement : five Sand) (Second Sort) including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Providing and laying cement concrete plain/ reinforced concrete 1:6:12 (one cement : six sand : twelve graded crushed stone aggregate 40mm ( forty millimetre) nominal size) in open foundation complete as per drawing and technical specification cluse 802,803,1202 and 1203 including form work for plain/ reinforced concrete work as per drawing and HP,PWD technical specification including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Stone masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204 in course rubble Masonry cement mortar 1:6 ( One cement : six sand) (Second Sort) including carriage of materials with in all leads and lifts and direction of Engineer- in- Charge.

Providing and laying cement concrete plain/ reinforced 1:5:10 ( One cement: Five sand: ten graded crushed stone aggregate 40mm (Forty milimetre) in open foundation as per drawing and technical specification clause 802, 803 1202 and 1203 including form work for plian/ reinforced concrete work as per drawing and HPPWD technical specification including entire carriage of material with in all leads and lifts and direction of Engineer- in-Chrage.

Providing and laying 900mm dia (nine hundred millimetre diametre) reinforced cement concrete pipe NP-2 for culverts in first class bedding of granular material in single row if fixing collar with cement mortar 1:2 (One cement :Two sand) but including excavation protection work back filling concrete and masonary work in head walls and parapets clause 1108 in all heights/depth a technical specification including carriage of materials with in all leads and lifts and direction of Engineer-in -Charge.

Providing and laying flooring in cement mortar 1:3 (one cement : three sand) laid over cement concrete bedding complete as per drawing and technical specification clause 1303 and curing complete including carriage of material within all leads, lifts and other incidentals.

Back filling behind retaining walls, breast walls, abutments, wing walls and return walls complete as per drawing and technical specifications clause 1204.3.8 in all leads and lifts and carriage of materials by all modes of transportation and as per direction of Engineer-in-charge.

Providing weep holes in brick masonry / Stone masonry / plain/reinforced concrete in retaining walls, breast walls and the like with 110mm (One hundred ten millimetre) dia PVC(Polyvinyal cloride) pipe extending through the full width of the structure with slope of 1(one) vertical : 20 (twenty) horizontal towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer- in-chrage.

Vivek Patyal ,Govt. Contractor