WIDENING AND STRENGTHINING WORK AT B.N.K. ROAD TO SYODHA GHAT (M.P. BORDER) VIA GIRWAN-GOHADIYA PULIYA IN KM. 1 TO 7 (900 M.) IN DISTRICT BANDA

Amount

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. including cost of cutting filling grading watering and compacting in layers complete in all respects

Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required M.D.D., dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per

Compaction of embankment at site from excavated material graded and compacted to meet requirement of table 300-2

Construction of Granular sub base by providing coarse graded material, mixing in a place method at O.M.C. carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibtatory power roller to achive the desired density complete as per clause 401.

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.

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.

Construction of Patri 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.including cost of cutting filling grading watering and compacting in layers complete in all respects (Earth filling in Patri)

Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORTH specification complete in all respects

Providing and laying 50 mm thick 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 VG-30 @ 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 complete in all respects.

Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORTH specification complete in all respects

Providing and laying 30 mm thick 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 VG-30 @ 5.4 per cent 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 complete in all respects

Construction of dry lean cement concrete 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.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (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 formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Construction Drain Earth work in excavation in trenches for foundation in ordnary soil including lift up to 1.5 m, lead upto 30 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charges with in a distance of

Providing and laying of sand including cost of material, labour, water charges and T&P etc. required for proper completion of work as per S.I. No. 255

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. (as per MoRT&H Specification No. 2100 S.l No. 12.4)

Providing and laying R.C.C. in fdn and wall with 1 : 1.5 : 3 ( 1 cement : 1.5 coarse sand : 3 graded stone grit 20 mm) by laid over base concrete including supply of all material, cuting, labour and T & P etc required for proper completion of the work.

Providing and laying R.C.C. in cover slab with 1 : 1.5 : 3 ( 1 cement : 1.5 coarse sand : 3 graded stone grit 20 mm) by laid over base concrete including supply of all material, cuting, labour and T & P etc required for proper completion of the work.

M.S. or Iron in plane work such as in reinforced concrete to required shaps as necessary including bending for completion of work and inlcuidng supply of tor steel its westage bend hooks and authoriesd over labpping shall be ineasued up to floor two level

Construction of Toe Wall Class-150 brick work in 1:3 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.

12mm thick plaster on brick work minimum thickness not less than 10mm with cement and find sand of 1.25 fineness modulus mortar 1 :4. As per S.I. 584

Cement concrete with 20 mm. gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Reconstruction of Culvert 3.00 M Span Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (as per MORT&H Specification No. 304, Sl. No. 12.1 mechanical means (depth up 3m)

Sand Filling in Foundation trenches as per drawing and as per MoRT&H Specification No. 304 S.l No. 12.3

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M20 (1:1.5:3)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M20 (1:1.5:3)

Supplying, fitting and placing HYSD bar reinforcement in substructure complete (as per drawing and Technical specification MORT&H no. 1600 & 2200 Sl. No. 13.6)