Widening and Strengthening of Akbarpur Gauhaniya Road (ODR) Ch. 0.00 to 7.00

Amount

Clearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of grith upto 30 cm measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 m. out side the periphery of area cleared. SOR Ch. 4 SL No. 259

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1km

Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.

Construction of granular sub-base by providing Close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per technical clause 401

Providing, laying, spreading and compacting graded stone aggregate in layers wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement+3.50% Emulsion (SS1) in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of Morth specification. (ETA)

Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Construction of Embankment and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Interlocking Tiles - Rubber moulded reflective Zig-Zag 80mm. Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504

Earth work in excavation in foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251)

Construction of dry lean cement concrete (1:3:6) Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:2:4 (1Cement: 2 Coarse Sand and 4 Stone grit 20 mm size) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work in RCC divider and RCC drain. (S.I.No. 282)

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes

Providing and laying of 350mm Hume pipe i/c GST and cartage

Providing and laying of hot applied thermoplastic copound 2.50 mm thick in 100mm widh including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC:35. The finished Surface to be level, uniform and free from streaks and holes.

Supply fixing & erection of built up Cantiliver structure of 12.00-15.00 M Span comprising of three vertical posts of 6.00 M high made up of 350 mm N.B. havi Class M.S. Pipe as vertical member welded with 10mm thick M.S. Plate at top and 12mm M.S. Plate at Bottom the horizontal truss shall comprise of 50mm dia havi class M.S. Pipe and 40mm dia havi M.S.Pipe as dracing and 10mm M.S. Plate at bottom of fixing two vertical post as per structure designed and drwing with one coat steel primer and 2 cots of synthetic enamel paint. the works i/c construction of RCC foundation of size 0.9x0.9m of required depth as per site conditaion for builtup structure i/c earth work in excavation, 100mm thick lean concrete in 1:4:8 (cement, coarse sand and 40mm stone ballast), RCC with 1:2:4 (cement, coarse sand and 20mm stone grit) i/c supply & fixing of 25mm dia foundation bolts (600mm long) as per structeure disign i/c cost of reinforcement and shuttering. the lateral vertical clearances and complet. Installation work shall be as per relevant clause of MORTH specification section 800 and IRC 67-2010 Complet in all respect. The rate shall i/c cost of design, fabrication, supply, transpotation, local shiffiting, ecection of signage strecture using crane, inclusige of all taxes, royalty, Vat etc all T&P, Machine, Material labour required for proper completion of the work.

Supply & fixing RETRO-REFLECTIVE SHEET on both side of Cantiliver structure made with ISI marks aluminium sheet and size of sheet 6M wide and 1.80M hight. Using standard Thickness of sheet.

Providing and laying of hot applied thermoplastic compound 5mm thick including reflectorising glass beads@500gms per sqm area thickness of 5 mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free from streaks and holes.(Repeated Bar)

Routine maintenance of 5 years (IInd year) @ 0.25% of (1 to 20) item Civil Cost

Routine maintenance (IIIrd year) @0.50% of (1 to 20) item Civil Cost

Routine maintenance (IVth year) @ 0.75% of (1 to 20) item Civil Cost

Routine maintenance (Vth year) @ 1.00% of (1 to 20) item Civil Cost

surya construction co.

AKHAND PRATAP SINGH

M/S AMIT CONSTRUCTION

M/S URMILA AND SONS CONSTRUCTION CO.