C/o Missing Culvert on NH-22 in km62/200 to 67/200

Amount

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with in all lead and lift as per Technical Specification Clause 1603.1( one six zero three point one) and MORD specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all lead, lift and all incidental charges. all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erossions, damage to hill side, water pollutions etc., and to protect stability of hill side rock work shall be executed with chiseling, wedging out rock, where blasting is prohibited). All earth work in excavation including rock excavation shall be carried out true to lines, grades, side slopes, width, camber super elevations and levels 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 cut materials in specified manners, trimming, filling of unevenness blindages and finishing of the road to specified dimensions 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 seepage rain and other cases, it shall be removed by the suitable diversion, bailing out or de watering as directed and the area of the foundation or embankment 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 plain cement concrete Grade M- 10 (Ten) nominal mix 1:3:6 (one cement isto three sand isto six graded crushed hard stone aggregate 40mm ( forty millimetre) nominal size) mechanically mixed, vibrated and curing complete in open foundations including form work as per drawings and MORDTechnical Specifications Clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) 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 Plain cement concrete PCC Grade M-15 (Fifteen) i.e. CC 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-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.

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.

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.

RAM CHAND

Vikram Thakur

Nishant Rattan