Construction of road from PMGSY Sanjote road to Chappala Chandayal,Mendhar by way of Earth Work in Cutting,Cross Drainage,Walling , Providing and Laying of 150mm thick WBM Grade-II,75mm thick WBM Grade-III and 25 mm thick OGPC in Km 1st RD 0 to Km 3r

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soil : All kinds of Soil 50% ,Ordinary Rock = 30% & Hard rock =20% ( Requiring Blasting)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to plinth level with : 1:5:10 ( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ).

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with : 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones.

Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns , piers ,abutments,pillars, posts, struts, butteresses , string or lacing courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,fillets etc upto floor five level , including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones.

Reinforced cement concrete work in beams,suspended floors,roofs having slope 15 degree,landing,balconies,shelves,chajjas,lintels,bands,plain window sills,staircase and spiral stair cases upto five level including curing but excluding the cost of centring,shuttering,finishing and reinforcement with 1:1½ :3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20mm nominal size).

Steel reinforcement for R.C.C. work including straighetening,cutting,bending,placing in position and binding all complete upto plinth level. Mild steel and medium tensile steel bars

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand).Nallah

Dry random rubble masonary (Nallah) with hard stone in foundation and plinth. Without bond stone.

Dumping stone including cost of stones. On Horizontal on level.

Centring and shuttering including strutting propping etc. and removal of form for :-

Foundations,footings, bases of columns etc for mass concrete

Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc.

Suspended floors,roofs,landing,balconies and access platforms

Edges of slabs and braks in floors and walls. Above 20cm wide

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Hand-packing stones in wire -crates including the cost of stone but excluding cost of crates.

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete.Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipe

Supplying and stacking at site Graded crushed stone aggregate of size

63 mm to 45 mm

53 mm to 22.4 mm

Stone Screening of size

13.2 mm nominal size (Type A)

11.2 mm nominal size (Type B)

Good Earth

Moorum

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm.

2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications

Providing and fixing precast reinforced cement concrete 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometer stone as per standard design including finishing smooth in 1:3 cement mortar ( 1cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately. 50x152.5x25 cm size.

Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, as per IRC : 67-2001, M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.

Design and Construction of 20 Mtr Span Single Lane Rcc Motorable Bridge with substructure,superstructure & 30 Mtr Apporaches both sides of bridge.All complete Job

Carriage of material by M.T incl loading/unloading & stacking complete

Sand avg. lead 40 km by MT

Stone agg. below 40 mm nominal size avg. lead 14 km by MT

Stone agg. 63mm to 45mm size avg. lead 14 km by MT

Stone agg 53mm to 22.4mm size avg. lead 14 km by MT

Stone Screening avg lead 14 km by MT

Good Earth avg lead 3.0 Km by M.T

Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipe avg. lead 70 km by MT

Stone avg lead 300 Mtr by H.L

Ms Khan Constructions and Sons

M/S Masood Ahmed

Mohd Akram Contractor

SHAZAD AHMAD KHAN