Remodelling of Manheru Minor RD 0 to 8700 and 35500 to 45000 off taking at RD 49600-R Dadri Disty.

Amount

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar HSR item No. 5.7.4

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and Bed manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. Bending and fixing iron rungs in lined slopes. On Bed 75mm thickness In slope HSR item no.14.10.1.2

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. Bending and fixing iron rungs in lined slopes. On side slopes 75mm thickness In slope HSR item no.14.10.1.2

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:1½:3 (1 Cement: 1½ coarse sand (Coping & sleeper) (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

Filling expansion joints, with special impervious hot pour, 12.5 mm wide.HSR item no. 14.18

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil HSR item no.4.12.1 (form out side Borrow Pit)

Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil HSR item no. 4.14 (for sleeper excavation)

Filling brick-bats in, and hand-packing by mechanical/ mannual means.Brick bats HSR item no. B01465.

Providing and Laying 80 mm thick ISI marked terlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect HSR item no. 17.69.2

Mud mortar Cement mortar 1:4 HSR item no.7.18+(7.20.1-7.4)

Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.HSR item no. 10.34

RCC pipe 900 mm dia NP-3 spigot HSR item no. B1222@

Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead HSR item no. 5.6

Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge.HSR item no.4.12.1-4.7.1.1

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge HSR item no. 5.53.2.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specifications HSR item no. 17.4

Cement mortar 1:3 (1 cement : 3 fine sand)Cement mortar 1:4 (1 cement : 4 fine sand) HSR item no.7.3+(7.20.1-7.4) (Brick work for bridges)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level HSR item no. 6.33.3

Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards HSR item no. 6.29.1.

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.HSR item no. 6.24.1

Providing 150 Micro film

Laying polythen Seet on sleepers

Dismantling RCC slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. HSR item no. 5.25

12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) HSR item no. 11.8.1

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)HSR item no. 6.1.6

1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) HSR item no. 6.1.7

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In mud mortar HSR item no.5.7.1

D/d Credit Brick bats 1644.07+76.4+63.04

RCC 900 mm dia pipe 3762/0.80

Detail of Steel

M/S LAXMI CONSTRUCTION CO.

BAL KRISHAN

jaipal singh s/o sardara singh