Upgradation of Marikaghat Dinger Mathananroad km 0/0 to 22/00 including five year maintenance under PMGSY-II Batch-I 2019-20 Package NO. HP10262

Amount

Excavation in earthwork in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification for Rural Road, August, 2004 and clause 16.2 of General Conditions for Contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner i/c arrangement of dumping site, trimming, filling of unevenness, blindage and finishing of the road to specified dimensions or as directed by the Engineer-in charge for smooth riding. The recovery of useful stone that is 178.15 cum. (One hundred seventy eight point fifteen Cubic Metre) in all cases, failing which recovery @ Rupees 170/= only (Rupees one hundred seventy only) per cubic metre in all circumstances shall be effected on pro rata basis. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 Metres dressing of sides and bottom and backing filling in treches with excavate suitable material.Upto 3.0 metres depth in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated Nominal mix 1:6:12( One cement:six sand:tweleve graded stone aggregate 40 mm nominal size aggregate) forplain/reinforced concrete in open foundation and plinths or similar works complete as drawing and technical specification for rural roads August 2004 clause 802,803,1202 and 1203 and curing complete including the cost of formwork including hauling/ carriage of all labour equipments and materials to various location through all modes of transpirations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated for PCC grade M-10 Nominal mix 1:3:6( One cement:three sand:six graded stone aggregate 40 mm nominal size aggregate) forplain/reinforced concrete in open foundation and plinths or similar works complete as drawing and technical specification for rural roads August 2004 clause 802,803,1202 and 1203 and curing complete including the cost of formwork including hauling/ carriage of all labour equipments and materials to various location through all modes of transpirations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated for PCC grade M-10 Nominal mix 1:3:6( One cement:three sand:six graded stone aggregate 20 mm nominal size aggregate) forplain/reinforced concrete in open foundation and plinths or similar works complete as drawing and technical specification for rural roads August 2004 clause 802,803,1202 and 1203 and curing complete including the cost of formwork including hauling/ carriage of all labour equipments and materials to various location through all modes of transpirations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated Nominal mix 1:4:8 ( One cement:four sand:eight graded stone aggregate 40 mm nominal size aggregate) forplain/reinforced concrete in open foundation and plinths or similar works complete as drawing and technical specification for rural roads August 2004 clause 802,803,1202 and 1203 and curing complete including the cost of formwork including hauling/ carriage of all labour equipments and materials to various location through all modes of transpirations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and laying Plain Cement Concrete M-15 (M-Ten) nominal mix 1:2.5:5 {(one cement: two point five sand: five graded hard stone aggregate 20mm(Twenty millimeter)nominal size}mechanically mixed and vibrated in in sub structure or similar works complete as per drawings and technical specification of Ministry of Rural Development for rural roads C- 802, 803, 1202 and 1203 (Clause - Eight hundred Two, Eight hundred Three, One thousand Two hundred Two and One thousand Two hundred Three) and curing complete including the cost of form work and hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing weep holes in brick masonry/stone masonery plain/reinforced concrete abutment wingwall ruturn wall with 100mm dia PVC pipe extending throught the full width of the structure withslopes of i(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and laying fitter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment,wing wall,required wall to the full height,compacted to firm condition complete as per drawings & technical specification 1204.3.8 in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing, and laying reinforced cement concrete 900 mm (One thousand millimeter)diameter pipe class NP-2( Non Presser- Two), including jointing for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:3(one cement: three sand) including back filling but excluding excavations, protection works, concrete and masonry works in head walls and parapets as per drawings and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for Rural roads C - 1106 (Clause One thousand One hundred Six) ),including hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge

Providing and laying rubble stone flooringr in cement mortar 1:3 laid over cement concrete bedding complete as per drawing and technical spection clause 1303 all modes of transportation in all leads and lifts to the entire satisfaction of the Engineer-in-Charge,

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2with lead up to 1000 m as per Technical Specification Clause 303.1.in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Scarifying Existing Bitumenous surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto1000 m as per Technical Specification clause 301.4 in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Construction of granular sub base by providing well graded matrial , spreading in uniform layers with tractor mount grader on prepared surface , mixing by mix in place method with ratovator at OMC, and compacting with three wheel 80-100 kn static roller to achieve the desired density, complete as per Technical Specification Clause 401 in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing Laying,spreading and compacting stone aggregate of wet mix macadam specifcation including premixing the metarial with water at OMC in mechanical mix plant carrige of mixed material by tipper to site, laying in uniform layers with paver in sub-base/ base course in well prepared surface and compacting with vibratory roller to achieve the desired density . in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and applying primer coat with Bitumen emulsion (SS-I) grade on the prepared surface of granular base including cleaning of road surface and spraying primer @ 0.90-1.2 kg / sqm using mechanical means as per technical specification clause 502. in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and applying tack coat with bitumen emulsion ( RS-1) using emulsion distributor @ 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per Technical specification Clause 503.in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and laying bituminous concrete 30 mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using VG-10 bitumen and crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 clause No. 509 complete in all respects and nothing extra shall be paid for the higher content of the bitumen required as per the job mix formula, including hauling and carriage of all lanour equipments and ,material to various locations through all modes of transportation in all leads and lifts to the entire satisfaction of engineer in charge.

Providing and applying 2.5 mm thick road marking strips ( retroreflective) of specified shade /colour using hot thermoplastic material by fully /semi automatic thermoplastic paint applicater machine fitter with profile shoe,bead dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P,cleaning the road surface of all dirt, seals,oil grease and foriegm matter etc. complete as per the direction of the Engineer- Incharge and in accordance with applicable specification in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing of typical PMGSY informatory,sign boards with logo as per MORD Specification and drawing three ms plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5mm size on back on edges, the lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lowermost plate and flate iron frame of middle plate will be welded two numbers 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x600mm, 600mm below ground level. The topmost diamond plate will be welded to middle plate by 47mm x47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides.Lettering and printing arrows,border extra will be painted with ready mixed synthetic enameled paint of superior qualty in required shade and colour.All sections of framed post and steel tubes will be painted with primer and two coats of epoxy paints as per drawing clause 1701 and annexure 1700.1 in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2mm thick MS sheet duly stove enameled paint in white colour in front and greycolour on back with red reflective border of 70mm width and required message letters,figures withreflective enginnering grade tape as per MORD specifications of required shade and colour supported and welded on 47X47mm of 12 SWG square tube of 3050mm height duly strengthenedby 25X5mm M/S flat iron on edge on back firmly fixed to the ground by means of properlydesigned foundation with M15 grade cement concrete 450X450X600mm below ground leve las per approved; drawing and technical specification clause 1701. as per approved drawing and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two thousand Four) for rural roads clause 1701( One thousand Seven hundred One), including hauling /carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in- Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 800mm x 600 mm rectangular.in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Reinforced cement concrete M-15 Grade kilomtre stone/local stone of standard design as per IRC-8 fixing in position including painting and printing ect. As per drawing and technical specification clause 1703. 5th Kilometre Stone precast. in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Reinforced cement concrete M-15 Grade kilomtre stone/local stone of standard design as per IRC-8 fixing in position including painting and printing ect. As per drawing and technical specification clause 1703. Ordinary kilometre stone precast. in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Reinforced cement concrete M-15 Grade kilomtre stone/local stone of standard design as per IRC-8 fixing in position including painting and printing ect. As per drawing and technical specification clause 1703. 200 metre stone. in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Reinforced cement concrete M 15 Grade boundry pillar / local stone of standard design as per IRC.:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 in all leads and lifts to the entire satisfaction of the Engineer-in-Charge.

Routine maintenance after completion of construction work as per terms and condition of bid document i.e 4(vi) of contact data to general condition of contact and technical specification of Ministry of Rural Development for rural roads August 2004 including carriage of all labour, equipment and material to various location through all mode of transportations in all leads and lift to the satisfaction of engineer in charge For 1st year

For 2nd year

For 3rd year

For 4th year

For 5th year

S. S. Associates