C/O Missing Culvert on Joharji Mallah road in km 0/0 to 27465

Amount

Earth work in excavation in ordinary soil in all depths for structure as per drawing and technical specification for rural road specification clause 305.1(Three hundred Five point One) & 1104 (one one zero four) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock, the work shall be executed with chiseling, wedging out rock (where blasting is prohibited). All earth work in excavation shall be carried out true to line, grade, level, side slope, width, as shown on the drawing or as directed by the Engineer-in- Charge. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge if the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring, rain seepage and other causes, it shall be removed by the suitable diversion, bailing out or de watering as directed and the area of the foundation shall be kept dry. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Providing and laying plain Cement concretre in 1:4:8 (one cement isto four sand isto eight graded crushed hard stone aggregate 40 (forty) millimeter nominal size) mechanically mixed, vibrated and curing complete in open foundation and plinth for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Providing and laying reinforced cement concrete RCC Grade M-25 (Twenty five) 1:1.5:3 ( one cement isto one and half sand isto three graded crushed hard stone aggregate 20mm (twenty milimetre) nominal size mechanically mixed, vibrated and curing complete in super structure including cost of form work as per drawings and MORD Technical Specification Clauses 800,1205.4 and 1205.5 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

Coursed rubble Stone masonry (2nd sort) work in cement mortar 1:5 ( one cement isto five sand) in substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (seven zero two, seven zero four, one two zero two and one two zero four) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidental Charges.

Backfilling of Granular material behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels complete as per drawings and MORD technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) , including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm(six hundred millimeter) with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (one two zero four point threepoint eight) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing and laying 50mm thk cement concrete flooring/wearing course M 30 grade including reinforcement complete as per drawing and technical specification Clause 1204.3.8 (one two zero four point threepoint eight) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Pointing with cement mortar 1:3 (one cement isto three sand) on coursed rubble masonary as per drawing and technical specification clauses 613.3 (six one three point three) and 1204 (one two zero four) as per MORD specifications including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Sanjay Kumar