Widening and Strenthening of Connecting road of Maizapur Chinimill Road (ODR)

Amount

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres

Excavation for trench of roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per clause 301(3.1)

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2

Construction of earthen soulders with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2

Construction of earthen soulder,s deposited from roadway (Compaction only) as MORT& H 305

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 clause 401

Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specified 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.as per MORT&H 406

Providing, laying, spreading and compacting graded stone aggregate to 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 with 1% OPC Cement + 3.50% Emulsion 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 and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical Specification Clause 503.

Providing and laying dence graded bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder@ 4.5% by weight of total mix and filler, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 507 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical Specification Clause 503.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent 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 un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 35 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

CONSTRUCTION OF CULVERT AND DRAIN Excavation in foundation in in black cotton soil requring the use of special tools and plant such as pickaxes / sabbals etc. including lift up to 1.5m and lead up to 30m (100 ft) and including filling. Watering and ramming of excavated earth in to the trenches or in to the space between the structure and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer– in–charge up to distance of 30.00 m (100 ft) from the foundation trenches as per MORT&H 301

Cement concrete with 4 cm. (1/2") gauge approved granit stone ballast, aproved coarse sand, cement in the proprtion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per SI No.275

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

RCC Grade M20 using batching plant transit mixer & manual placing

Mild steel or iron in plan work such as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized ove

Class- 150 brick work in 1:3 cement and coarsesand of 2.8 fineness modulus mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work. SI No. 305(b)

Stuck pointing in 1:2 cement and fine sand mortar on brick work including supply of all materials, labour and T and P etc Requuired for proper completion of work as per S.I No. 574, Chapter 13

Laying Reinforced Cement Concrete Pipe 900 mm dia NP3 / Prestressed Concrete Pipe on First Class Bedding in Single Row as per SOR Non Sch. C

Providing and laying of hot applied thermoplastic compound best quality 2.5 mm thick including retroreflactive glass beads@ 250 gms per sqm area thickness of 2.5 mm is exlusive of suface applied glass beads as per IRC:35 the finished surface to be level uniform and free form streak and holes MORT&H 803 (8.13)

Providing and laying of KM Stone of standard design as per IRC-8 fixing in position including painting of KM stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of KM Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work.

Providing and laying of Hecto Meter Stone of standard design as per IRC-8 fixing in position including painting of Hecto Meter Stone stone with 2 coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of Hecto Meter Stone Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work.

Providing and fixing of informatory sign board of MS Plates of 1.6mm thick size 1200 x 900 duly welded on angle iron frame 45x45x5 with cross legged flat iron of 35x6mm duly welded for gross support of vertical angle iron post of 3 meter height. Lower end of vertical support will be welded to 2 No 75x75mm of 12 SWG sheet duly embedded in cement concrete in M-15 grade blocks of 450x450x600mm, 600 below ground level. All MS will be stove enameled on both sides, Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and plates will be painted with primer and two coats of epoxy paint as er drawing clause-1701 and Annexure 1700.1

SHIV CONSTRUCTION

M/s Alok Construction