Remodelling of Bass lift Minor No.-II from RD 0 to 12500 tail.

Amount

Demolishing brick work manually/ by mechanical meansincluding 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 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

M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) (HSR item No 6.23.1.1

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 (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 kinds of soil HSR item no. 4.14 (Excavation in foundation for sleepers & bridge).

Filling brick-bats, and hand-packing by mechanical/ mannual means.Brick bats HSR item no. 6.30+B0146

Providing and Laying 80 mm thick ISI marked Interlocking 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 (1 cement : 4 coarse sand) Cement mortar 1:4 (1 cement : 4 fine sand).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 (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.HSR item no.4.12.1-4.7.1.1

Providing 150 Mincro polythen sheet

Laying 150 Mtr Polythen. Sheet

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and mstacking 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

1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)HSR item no.6.1.2

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)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: HSR item no. 6.2.1

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, over laps, 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

Centering and shuttering including strutting, propping etc. and removal of form for Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards HSR item no. 6.30.13

1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) HSR item no. 6.1.4

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 ecommended 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

Dismantling RCC 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

Planking of commercial hard wood, such as Hollock, champ, chikrassy and chaplash etc., (Non-coniferous timber other than teak conforming to I.S. specification no.1003 kiln-seasoned) planed on both sides, rebated and fixed in position, including nails and screws, etc:-HSR item no. 12.24.3

Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 HSR item no. 10.7

10 mm cement plaster 1:4 of mix HSR item no. 11.5.3

Truss with pipe angles as per HSR item 13.27

Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete:HSR item no. 9.39.1

Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade HSR item no. 11.71.1

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.HSR item no. 11.73.2

Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 litre/10 sqm) over HSR ITEM NO. 11.94.1

French spirit polishing Two or more coats on new works including a coat of wood filler HSR item no. 11.87.1

Supply and fixing of Gantry with chain pulley block (tested for 1.5 times the rated capacity) with travelling trolley of appropriate lifting capacity as per IS code 3177:1999 with up to date amendments for handling of pumping sets capable of moving along the girders including cost of suitable sized RCC pillars to be provided in pump house complete in all respects as per directions of Engineer-in-charge HSR item 20.73.1

Providing and laying of flat brick or tile flooring with bricks of class designation 7.5 laid in cement sand mortar 1:4 on 100 mm thick cement concrete 1:8:16 and 100 mm sand filling and cement pointing 1:2 on top.HSR item no. 10.35.1

12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) HSR item no. 11.8.2

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 937.56+57.30+47.28 = 1042.14 cum

RCC 900 mm dia pipe 3697/2 = 1849

Detail of Steel

Rajiv Tihal Contractor Baliyali

BAL KRISHAN

jaipal singh s/o sardara singh

AJIT SINGH

MAHA LAXMI CONSTRUCTION COMPANY