Widening and Strengthening of Hasanpur Rehra Gawon Road Km 11 to Janpad Bulandshahar Border Tak via Jaihtoli Road ODR-38

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 1000m, all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST.

Construction of embankment with approved material obtained from borrow pits with a cartage of 1 KM including lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST.

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, all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST.

Construction of granular sub-base by providing coarse graded materials, 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, all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST.

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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST.

Construction of dry lean concrete sub base over a prepared sub grade with coase and fine aggregate confirming to IS 383 the size of the coarse aggregate not exceeding 25mm aggregate cement retio not to exceed 15:1 aggregate gradation after blinding to be as per table 600.1 optimum moisture content to be determined during try length construction conceret stregnth not to be less then 10 mpa at 7 days mixed in a batching plant tranported to site laid with a paver with electronic sensor compacting with 8-10 tone vibtratory rollers finishing and curing Clause 601 including all labour, meterial, royalty and T&P labour cess all taxes complete but excluding GST.

Construction of un-reinforced plain cement concrete pavement thickness as per design over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 Grade coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side frame work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the framework as per drawing), spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints by providing 12mm thick dura board at the specified spacing, applying debonding strips primer, with MS dowel bar sealant near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 but including cost of polythene sheet and also including cost of recron fiber-3S @ 1.00kg/cum all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 including cost of all material, labour, cess, Royalty and T&P etc. for proper completion of work but Excluding GST

Providing and applying Tack coat with VG-10 Bitumen over Bituminous surface at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic ar per Technical Specification Clause 503 all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects, all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST.

Providing and laying bituminous concrete with 100-120 TPH batch type TPH producing an average output of 75 Tonnes per hour using crust aggregates of specified grading, premixed with bituminous binder @ 5.40 % of mix and filler, transporting the hot mix to work site, laying with a hydro static pavour finisher with sensor control to the required grade, level and alingement, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Clause No. 507 complete in all respects (509) all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST.

Concrete with 4 cm guadge stone bllast coarse sand and cement in foundation, in proportion of 8:4:1 including supply of including cumplete of material&concrete etcall labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST.(SI No 281)

RCC Work with cement approved coarse and 2 cm gauge apporoved stone grit in porportion of 4:2:1 in insteis of doors window and sunshases excluding supply of reinforcement and its banding but including it fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering its and supply of all materials and tool and plants its required for completion of work binding wire of supplied by the contractor free of cost (Item No. 283 b) including labour cess, royalty and T&P etc. For proper completion of work all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST. (SI No 283)

Supply and Laying and fixing of Hume Pipe 900 mm dia NP-3 with collar including cost of all material, labour, cess, Royalty and T&P etc. for proper completion of work but Excluding GST.

Supply and Laying and fixing of Hume Pipe 600 mm dia NP-3 with collar including cost of all material, labour, cess, Royalty and T&P etc. for proper completion of work but Excluding GST.

12 mm thick plaster with 1:3 cement and Coarse sand morter over brick work minimum thickness not to be less than 1cm including but including complete shifting of material & concrete etc all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST. (SI No 583)

M-150 brick work in 1:3 cement and coasrs sand mortar in foundation and plinth but including cost of all material, labour, T&P,labour cess, royalty & all taxes complete including complete shifting of material & concrete etc all labour, meterial, royalty and T&P labour, cess all taxes complete but excluding GST. (SI No 307)

Mild steel or Iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) to required shape as necessary including bending for proper completion of the work and including supply of steel including complete shifting of material & concrete etc all labour, meterial, royalty and T&P labour cess all taxes complete but excluding GST.(SI No 502)

Supply and fixing 80mm thick precast cement concrete I-Shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200X(160+120mm) of O.P cement smooth high gloss finish skid rediant manufactured from rubber moduls throgh vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30 MPA (M-30) and weight 5 kg per no confirming to IS 15658-2006 with a 4 cm layerof the fine sand all labour, meterial, royalty and T&P labour cess all taxes complete but excluding GST. (Additional Item Road Furniture-5)

M/S M A KHAN AND SONS

SHIV CONSTRUCTION

M/s Sharma Contractor

M/S M A DEVELOPERS AND ENGINEERS

SINEWY CONSTRUCTIONS PVT. LTD.