Reconstruction of V.R Bridges at RD 2985,4035,6866,7240 Field Bridge and 17585 and Cattle Ghats at RD 2985, 6866,13085 and 17585 of Kalanaur Minor

Amount

Earth work in excavatłon by mechanical means (Hydraułic excavator) / manuał means in foundation trenches or drains (not exceeding 1.50 mt in width or 10 sqm on pląn) inclułing getting out and disposal of excavated earth lead up to 50mts and lift up to 1.50 mts as directed by Engineer- in-charge. as per HSR łtem No 4.14.1 for ali kind of soils

Centering and shuttering including stutting, propping etc. and removal of form work for foundations, footings, bases of columns HSR Item No 6.29.1

Providing and laying in position ready mixed plain cement concrete M-15 with cement content @ 240 Kg per cum as per approved design mlx and manufactured in fully automatic batchlng plant and transported to site of work in transite 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 workabillty with out imparing strength and durability as per direction of the Engineer-in-charge for all works up to plinth level as per HSR Item No 6.22.2.2 and note

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement contents as per approved design mix, including pumping of concrete to site of laying but exluding the cost of centering and shuttering, finishing and reinforcement, Including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workablllty with out impairing strength and durability as per direction of Engineer-in-charge with cement contents 330 kg per cum for all works up to plinth level. HSR Item No 6.25.1 and note

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete worl‹, using cement contents as per approved design mlx, including pumping of concrete to site of laying but exluding the cost of centering and shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workablilty with out Impairing strength and durability as per direction of Engineer-in-charge with cement contents 330 kg per cum for all works above plinth level up to floor iv level HSR Item no 6.25.2 and note

Centering and shuttering including strutting propping etc and removal of form work for columns, piers, abutments, posts and struts. HSR item No 6.29.3

Centering and shuttering including strutting propping etc and removal of form work for suspended floors, roofs, landings, balconies, and access platforms. HSR item No 6.30.3

Providing & fixing in position 20mm thick pre- moulded bituminous joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 mts spans to cater for a movement upto 20 mm covered with sealant complete as per drawing and MORT&H specifications as per HSR item No. 27.51.4

Rehandling or filling available earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead up to 50 mts and lift up to 1.50 mts HSR Item No 4.32

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth cement mortar 1:3 (1 cement : 3 course sand) as per HSR Item No 15.6.1

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth cement mortar 1:6 (1 cement : 6 course sand) as per HSR Item No 15.6.4

Brick work with common burnt bricks of class designation 7.5 in mud mortar HSR Item No 18.1

Cement pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) flush / Ruled / Struck or weathered pointing (HSR item No.11.25.1)

10 mm Thick cement sand plaster 1:3 HSR Item No 11.4.2

Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carrriage of all material, labour charges, scaffolding, sundries etc complete as per HSR Item No 11.58

Steel reinforcement Thermo-MechanicallyTreated bars of grade Fe-500D or more for RCC work including staightening, cutting, bending, binding, placing in position and binding, wastage, overlaps, welding joints, spacer bars, chairs, stays, hangers and annealed steel wire etc complete as per HSR Item No 6.33.6, 6.34.6 and note

Providing and fixing drainage spouts in slab. NS Item

Advance direction sign board 1200x900 square as per IRC 87 -2012 with retro reflecting Sheeting as per ASTM D 4958 09 and as per IRC 67-2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy revets @ 200 mm c/c to back suported on a square hollow steel secton post 60x60x3.2 mm confirming to IS 4923 with out cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75 m for vertical post complete as per clause 801 of MORT&H specifications Supplier shall provide a warranty as per clause 6.9 of IRC 67 -2012 for retro reflective sheeting and a certificate copy of test reports from an independent test laboratory lnculding three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67 -2012. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 HSR Item No 34.13.2

Back filling behind abutments, wing walls, and return walls complete as per drawing and MORT&H specifications with sandy materials as per HSR Item No 27.16.2

Excavating , Supplying and filling of local earth (including royaIity) by mechanical transport up to a lead of 1 Km etc. complete as per Carriage Chapter 3-1.2

Extra for laying earth as per specification for compaction in 25 cm layers dressing, watering the earth,rolling to specifications with road roller/sheep foot roller and tractor or any other like machinery complete in all respect as per HSR

Dressing bed and preparation of sub grade for lining by mechanlcal/ mannual means HSR ltem No 14.1

Dressing side slopes and preparation of sub grade for lining by mechanical/manual means HSR Item no. 14.2

Extra allowance for scaffolding in file and concrete lining for side slopes. HSR item No. 14.17

Extra allowance for providing templets in curved portion of lining HSR Item No 14.15

Conc. Lining in bed over 10 mm thick plaster 1:5 as per section 14.10 grade M-15

Conc. Lining on side slopes over 10 mm thick plaster 1:5 grade M-15

Providing lowering cutting jointing and testing RCC pipe class NP-3 as tier IS-458-2003 with spigot and socketed joints naanufacturd with ISl marked sulphate resitance cement as per ISI 12330 with rubber rings ISI marked antitenmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches , if required jinting with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc as fully descibed in item no 21.38, item 21.44, item 21.45 and 21.46 including cartage loading and unloading complete all respects. the internal diametric of sewer being 1200 mm dia. as per HSR Item no 21.95 10

Removing hume pipes NP-2/ NP-3/ NP 4 including excavation and taking out the pipes manually/ mechanical means and stacking the pipes within standard lead as per direction of Engineer- In-charge above 600 mm dia HSR Item No 5.53.2

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 ltem No 10.34

Scarifying Existing Bituminous road Surface to a depth of 50 mm by Mechanical Means and disposal of scarified material with in all lifts and lead up to 1000 metres as per technical clause 202 of MORT&H specifications

Dimolishing of brick work in cement mortar manually/ mechanical means including stacking of serviciable material and disposal of unserviciable material with in 50 mts lead as per direction of Engineer-in-charge HSR Item No 5.7.4

Dimolishing dry brick pitching in floors, drains etc including stacking of serviciable material and disposal of unserviciable material and disposal of unserviceable material with in 50 mts lead HSR Item no. 5.6

Dimolishing cement concrete manually/ by mechanical means inclucling disposal of material with in 50 mts lead as per direction of Engineer-in -charge nominal concrete 1:2:4 or leaner mix (including equivalent design mix) HSR Item No 5.23.2

Dimolishing RC work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 mts lead and cutting reinforcement basars as per HSR item No. 5.25

Credit of old and dismantled brick work

Credit of RCC pipes NP-3@ 80% of supply rate

Credit of old and dismantled iron bars

subodhconstco

M/S LAXMI CONSTRUCTION CO.