Rehabilitation of Bhagvi Minor from RD 0 to 13500 tail off-taking at RD 52000-L Loharu Feeder.

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

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in side slope using paver including curing and deducting cement sand slurry. I/C template + scafolding & form work

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering andshuttering - All workbelow plinth level and up to Floor IV evel:1:5:10 (1 cement : 5 coarse sand (zone-III): 10 HSR NO. 6.1.7 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering andshuttering - All workbelow plinth level and up to Floor IV level:1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded HSR NO. 6.1.2 stone aggregate 20 mm nominal size)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Hsr item No.4.32 (Extra earth work for removal and reconsturction of Bank after removal trees roots with compection 2718.09 Cum X-section attached) I/C all leads & lifts

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and 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 plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 M-15 grade plain cement concrete(cement content considered @ 240 kg/cum) sleepar +coping

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies (For Main Slab) HSR No. 6.30.3

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge.

10 mm cement plaster of mix 1:5 (1 cement: 5 fine sand) (Analysis attached)

Providing 150 micron polythene sheet under sleeper

Laying 150 micron polythene sheet under sleeper

Filling expansion joints, with special impervious hot pour, 12.5 mm wide.

Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: Cement mortar 1:3 (1 cement: 3 coarse sand) as per HSR No 15.6.1

Earth work in excavation by mechanical means (Hydraulic excavator) / 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 kind of soil

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete (Extra earth work for removal and reconsturction of Bank after removal trees roots with compection 3020.10 Cum X-section attached) all leads & lifts X-esction +bank replecment earth.

Mud mortar Cement mortar 1:4 (1 cement : 4 coarse sand) Cement mortar 1:4 (1 cement : 4 fine sand).HSR item no.7.18+(7.20.1-7.4). . Brick work with mud morter.

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@ Rs.531

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

Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metres lead as per direction of Engineer-in-charge :

Providing lowering cutting jointing and testing RCC pipe class NP3 as perIS-458-2003 with spigot & socketed joints manufactured with ISI markedsulphate resistance cement as per ISI 12330 with rubber rings ISI markedantiternmite as required at site in to trenches for all depths and laying outthe same to correct alignment gradients and levels including dressing andtrimming and cutting of concrete beds and side of trenches, if requiredjointing with rubber rings in trenches and jointing with 1:3/2 cement sandmortar and with end dowels filled with 1:3/2 cement sand mortar andfinishing the joints at an angle of 45 degree with faces of spigot of socketjoints cutting and finishing the cut surface to a uniform finish etc. as fullydescribed in item No. 21.38, item 21.44, item 21.45, & item 21.46including cartage loading and unloading complete in all respects. theinternal diametric of the sewer being: 350 mm Hsr Item No.21.95.1 350 mm dia.

Providing and filling sand envelope of grading zone IV or coarsergrade,100mm all-round the G.I. pipes in external work 150 mm dia pipe Hsr item no. 22.93.10

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

Demolishing 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

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

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3fine sand):Hsr item No.11.25.1

12 mm cement plaster of mix 1:3 (1 cement: 3 fine sand) Hsr item No.11.5.2

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

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Dismantling stone 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

Plain cement concrete 1:3:6 nominal mix infoundation with crushed stone aggregate 40 mmnominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per clause 2100 of MORT&H specifications HSR Item No. 15.5

Filling brick-bats in crates, and hand-packing by mechanical/ mannual means

Providing interlocking tiles 80mm thick

D/D Credit:- Dis. Brick work in mud motor

Remove Rcc pipe 900 mm Dia taling 80%

Steel (RCC slab)

Earth of Diverson.

PARMIL KUMAR

jaipal singh s/o sardara singh

M/S LAXMI CONSTRUCTION CO.

MAHA LAXMI CONSTRUCTION COMPANY