C/O 12.00 mtr span RCC slab culvert over Manjehar Khad on Jabli Sujji Thari road

Amount

Earth work in excavation in ordinary soil in all depths for foundation 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.

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 concrete 1:4:8 (one cement isto four sand isto eight graded stoe aggregate 40 mm (forty milimeters) nominal size) for plain concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 (eight hundred two,eight hundred three,one thousand two hundred two & one thousand two hundred three) 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

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 20 (twenty ) milimeters nominal size ) mechanically mixed and vibrated in open foundation including form work and curing 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 PCC Grade M15 i.e. plain cement concrete in nominal mix 1:2.5:5 ( one isto two point five isto five graded stone agg. 40mm nominal size) mechanically mixed and vibrated 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.

Furnishing and Placing Reinforced/Prestressed cement concrete PCC Grade M 30 (thirty) in super-structure all heights complete as per drawing and Technical Specification in all Height 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.Using concrete mixure.

Furnishing and Placing Reinforced/Prestressed cement concrete RCC Grade M 30 (thirty) in super-structure as per drawing and Technical Specification in all Height 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.Height upto 5.00 meter

Construction of precast RCC railing of M30 (thirty) Grade, aggregate size not exceeding 12 mm, (twelve milimeters) true to line and grade, tolurence of vertical RCC post not to exceed 1(one) in 500, (five hundred) centre to centre spacing between vertical post not to exceed 2000 mm, (two thousand milimetres) leaving adequate space between vertical post for expansion, complete as per approved drawings 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

Providing and fixing Drainage Spouts 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

Providing and installing of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, (seventy milimetres) complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. as per drawing and technical specificaton.

Providing and laying Cement concrete wearing coat, M-30 (thirty) grade including reinforcement 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

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

PCC M15 (fifteen) Grade leveling course below approach slab 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

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification 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

Providing & fixing 20 mm (twenty milimetres) thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 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

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% (six percent) bitumen by weight 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

Providing and applying 2 (two) coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 (one) litre for 2 (two) Square metres 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

Providing and laying weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm (one hundred milimeters) diameter AC pipe, extending through the full width of the structure with slope of 1V :20H (one vertical isto twenty horizontal) towards drawing face. Complete as per drawing and Technical Specifications of MORTH section No. 2706 & 2200 (two seven zero six and two two zero zero) as directed by the Engineer-in-Charge including carriage of materials with in all lead and lifts 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 weep holes in abutments return walls,dirt walls, wing walls with 100 mm (hundred milimetres) dia PVC pipe extending through the full width of the structure with slop of IV:20 (twenty) H towards drawing face complete as per drawing and Technical specification. 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

Nishant Rattan

P L CONSTT