Re-construction of V.R Bridge at RD 12800, RD 25608 and RD 35500 of Dhamtan Disty.

Amount

Dismantling of RCC work Hsr No. 8.6.

Dismantling of brick work in CM.

Earth work Excavation in cutting In all type of soil with Avg. lead 30 Mtr. @30 m/s (HSR item No. 6.2).

E/Work Excavation in foundation & tranches etc. in all type of soil, not acceding 2 mtr depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of the excavation and subsequent silling around masonry, in 15 cm layer with compaction, including disposal of all surplus soil as directed with an a lead of 30 mtrs. (HSR Item No. 6.6) .

Providing and laying in position machine batched and machine mixed design mix M-15 Grade cement conc. Using cement content as per aproved mix, including pumping of conc. To site of laying but excluding the cost of centering, shuttering, finishing including addmixtures in recomanded proportions as per IS:9103 to accelarrate, retard setting of conc., improve workability without impiring strength and durability as per direction of Engg. in Chief in foundation and plinth (Note: Cement content considered in this item is 240Kg/ Cum).

Providing and laying in position machine batched and machine mixed design mix M-25 Grade cement conc. Using cement content as per aproved mix, including pumping of conc. To site of laying but excluding the cost of centering, shuttering, finishing including addmixtures in recomanded proportions as per IS:9103 to accelarrate, retard setting of conc., improve workability without impiring strength and durability as per direction of Engg. in Chief in foundation and plinth (Note: Cement content considered in this item is 330Kg/ Cum). HSR item no. 10.66.

E/W in ordinery soil excluding of compansation of earth dully dressed with a combined lead up to 495 mtrs including breaking of clouds. (HSR item no. 6.2 (b)

E/Work extra for watering the earth, lead in 25cm layers, as per specifications for compaction when the water is raised on cost, at the source of water including lead up to 1Km (HSR item no. 6.2 (g-1 & 2)

Centring & shuttering with steel shuttering of Foundation conc. (HSR No. 9.18)

Centring & shuttering with steel shuttering of faces of wall up to 4 mtr Height (HSR No. 9.5)

Centring & shuttering with steel shuttering of slab of bridge alove 3 Mtr. Span (HSR No. 9.18)

Providing and laying in position machine batched and machine mixed design mix M-25 Grade cement conc. Using cement content as per aproved mix, including pumping of conc. To site of laying but excluding the cost of centering, shuttering, finishing including addmixtures in recomanded proportions as per IS:9103 to accelarrate, retard setting of conc., improve workability without impiring strength and durability as per direction of Engg. in Chief in first storey up to 4 mtrs above plinth level (Note: Cement content considered in this item is 330Kg/ Cum). HSR item no. 10.73.

Filling and supply of sand with avg. lead 160 Km

Supply and filling of bajri (Shingle) (HSR No. 28.5)

First class Brick work laid in CM 1:3 in Foundation & plinth (HSR No. 11.5).

Providing & joining premounted bituminur joint filler 25 mm thick for fixing of expansion Joints. (HSR No. 24.35)

Making drain holes in slab of bridge (N.S)

Providing, lowering, cutting & testing RCC pipe class NP3 as per IS: 458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antitermite as required at site, into trenches, for all depths and lauing out the same to correct alingnment, gradients and levels including dressing and triming and cutting of conc. beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1 : 1.5 cement sand mortar and finishing the joints at the angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR item no. 29.38, 29.44, 29.45 & 29.46 including cartage, loading, unloading complete of 900 mm dia NP3 pipe.

Dry brick on edge paving and grouted our 50mm thick earth and mud plaster HSR item no. 14.20

Dismentling Dry Brick on edge

Steel reinforcement TMT bars Fe-500 eqr/ Fe-500 D grade or more for RCC work where no including in the complete rate of RCC including strenghting, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire extra and placing in position complete in all respect for all height/ depth/ storage/ basement extra (Note-Reinforcement shall be measured in length including hoops if any separatly for deffernt dia meters actually used in work excluding over laps wastage overlaps, coupling, welded joints, spacers, bars, chairs, stays, hangers, and annealed, steel wire or other method for binding and placing shall not be measured and cost of these item shell be demead to be included in the rates for reinforcement. HSR item 18.22 .

Restoring the road cut, in level with the existing road surface, including preparation of subgrade, including prepration of subgrade laying and relaying of soiling and laying and consoilidated of earing coats to water premix carpet on top including cost of track and eat coat, complete in all respect (HSR No.24.38)

Credit of steel scraps

Credit of Dismantelled material

Credit of RCC pipe 3" NP3

M/s ran singh