Widening of Inhauna Rudauli (ODR) Road District Amethi

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tipper, 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 1000m. specification and as per dirction of Engineer-in-Charge.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. The rate includes royalty as per applicable to make embankment 12m wide, width may very at curves patries. including quantity for filling of drain type trenches along the base of road embankment as they were duged for making embankment previously.embankment width 12M side slope 1:2 New Machenically Compacted. specification and as per dirction of Engineer-in-Charge.

Construction of Granular sub base in widening by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and complacting with smooth wheel roller to achieved the desired density. complete as per clause 401.As per P.W.D. specification & direction of Engineer-in-Charge.

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 in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per P.W.D. specification & direction of Engineer-in-Charge.

Applying tack coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specicification Clause 503.(Including Cost Of Bitumen)

Providing and laying rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggreates using 80/100 Grade Bitumen to required line, grade and level to serve as wearing course on a previously prepared base by manual means, including mixing in HMP, laying paver finisher including rolling with vibratary and 3 wheel 8 - 10 tonne static roller capacity, finished to required level and grades as per technical clause 508 (Including Cost Of Bitumen)

Providing and laying seal coat by HMP for sealing the voids in a bituminous surface laid with paver finisher to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including Cost Of Bitumen)

Earth Work in ordinary soil in makin patries on either side of the road earthwork in patries to be done in 20 cm layer including ramming and dressing the surface to required lavel and true to patri template with side slope of 1:2, (Mechanically Compacted)

Supply and laying of 80 mm thick I shaped mechnically compressed inter locking cement concrete paveres block manufactured by high pressure & controlled vibration machine have in plan dimension 200x(160+120mm) with minimum 5 mm thick topping of O.P. cement mixed with 25% morble power. The Compressive Strength of Concrete Pavers not less then 30 Mpa & 4.5 kg/No., i/c bedding and filling joint sand all materials etc. As per direction of E/I.

Cement concrete with 2 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. S.I. 280

R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:2:4 (1Cement: 6 aggregate) 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, strength of the concrete shall not be less than M-150.S.I. 283

Mild steel or iron in plain work such as reinforeed concretc or reinforeed 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 ass steel and wastage and over lapping & hooks. S.I. 504.

Supply of 900 mm NP3 Hume Pipe and its coller including cartage etc. complete with Layaing proper posistion and joining them with coller and filling of jute and cement mortar in 1:2 cement and sand complete.

Concrete with 4cm gauge brick ballast Coarse sand and cement in proportion (10:5:1) in foundation and under pipes including supply of all material, labour T&P etc. required for propr completion of the work as per S.L. 274

150 Class B/W in (1:4) cement and fine sand 1.25 finess modelus in error in foundation and plinth including supply of all materials, labour T&P etc. complete as per S.L.No. 305

Rulled Pointing with cement mortal (1:2) consisting one part of cement and two part of fine sand including supply of all materials, labour T&P etc complete as per S.L.No. 574

Providing & Laying of Brick bats upto Half depth arround pipes as per Sl. No.-2 Material & S.L.- 255

M/S G S COATINGS

OM PRAKASH CHAUBEY