c/o 4 meter span RCC slab culvert over chandrayani khad

Amount

Earthwork in excavation for all type of roads, structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted) as per drawing and technical specification true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 (One six zero six point one) 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 & any structure near about, water pollutions etc., and to protect stability of hill side rock. 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. 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 Concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone aggregate 25mm (twenty five milimeters) nominal size) Mechanically mixed and vibrated for plain/reinforced concrete and curing complete in open foundations and plinths 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 concrete for P.C.C. grade M-10 (ten) nominal mix 1:3:6 (one cement isto three sand isto six graded stone aggregate 20mm (twenty milimeters) nominal size) mechanically mixed and vibrated in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 (eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) curing complete 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

Providing and laying Plain cement concrete PCC Grade M-15 (Fifteen) i.e. 1:2.5:5 ( one isto two point five isto five) in substructure height upto 5m (five meters) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Eight hundred two, eight hundred four, eight hundred five, eight hundred six, eight hundred seven, one thousand two hundred two and ond thousand two hundred four) and as per MORD specification including carriage of all labour, equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying plain concrete i.e. P.C.C. grade M 20 (twenty) Nominal mix 1:2:4 (one isto two isto four graded crushed hard stone aggregate 20mm (twenty millimetre) nominal size) mechanically mixed, vibrated and curing complete including the cost of formwork in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) and as per direction of Engineer in Charge and as per MORD specification 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 reinforced cement concrete RCC Grade M-20 (Twenty ) 1:2:4 ( one cement isto two sand isto four graded crushed hard stone aggregate 20mm (twenty milimetre) nominal size mechanically mixed, vibrated and curing complete in substructure upto 5mtrs (Five meter) height including cost of form work as per drawings and MORD Technical Specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 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.

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 / TMT bar reinforcement (Fe 415) in Sub-structure complete as per drawings and technical specification Clauses 1002, 1005, 1010 and 1202 including cost of wire, cost for cutting, binding and sand strengthening of bars and placing in position complete as per the direction of the Engineer-in Charge including carriage of materials through all modes of transportation within all leads and lifts of materials and other incidentals.

Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawings and MORD technical specification clause 1002, 1010, and 1202 including cost of wire, cost for cutting, binding and sand strengthening of bars and placing in position complete as per the direction of the Engineer-in Charge including carriage of materials through all modes of transportation within all leads and lifts of materials and other incidentals.

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 plain concrete i.e. P.C.C. grade M 20 (twenty) Nominal mix 1:2:4 (one isto two isto four graded crushed hard stone aggregate 20mm (twenty millimetre) nominal size) mechanically mixed, vibrated and curing complete including the cost of formwork in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) and as per direction of Engineer in Charge and as per MORD specification 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 weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia PVC pipe extending through the full width of the structure with slope of 1:20 (One verticle isto twenty horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four point three point seven) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Ved Praksah Verma

Sanjay Kumar