Construction of link road from Gorkhuwala Panchayat Ghar to Dadhla and Khondowala Km. 0/0 to 1/830)

Amount

Construction of embankment with approved materials obtained from borrow pit with all lifts & leads, transporting to site, spreading, grading to required slope & compacted to meet the requirement of table 300.1 & 300.2 in all leads & lifts as per technical specification clause 301.5 including carriage of materials within all leads,lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge

Earth work in excavation for structure in all depths as per drawing & technical specification for Rural Road August 2004 clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleteruious materials & disposal in all leads & lifts including dressing of sides & bottom & back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollation etc. and to protect stability of hill side rock shall be excavated with chiselling 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 drawing or as directed by the Engineer-in-Charge hauling & stacking of materials useful for construction at suitable sites & safe disposal of unsuitable cut materials in specified manner tramming filling of unevenness blindage & finishing of the road to specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to sping seepage rain and other causes, it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responisibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Excavation in soil by all means for construction of surface drain including loading in a truck & carrying of excavated materials to embankment site with in all leads & lifts as per clause 1603.2 including carriage of materials within all leads,lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge

Providing & laying cement concrete Mechanically mixed & Vibrated 1 : 3 : 6 ( One cement : three sand : six graded crushed stone aggregate 20 mm ( twenty milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per drawing & technical specification clauses 802, 803, 1202 & 1203 including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Providing & laying plain/reinforced cement concrete Mechanically mixed & Vibrated in Sub-structure complete as per drawings & technical specification clauses 802, 803, 1202 and 1203 Plain cement concrete grade M-15 ( fifteen ) nominal mix 1:2.5:5 ( One cement : two & half sand : five graded stone aggregate ) including cost of form work & curing complete including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge. ( For cross drainage works )

Providing & laying plain/reinforced cement concrete Mechanically mixed & Vibrated in Sub-structure complete as per drawings & technical specification clauses 802, 803, 1202 and 1203 Plain cement concrete grade M-15 ( fifteen ) nominal mix 1:2.5:5 ( One cement : two & half sand : five graded stone aggregate ) including cost of form work & curing complete including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge. ( For Parapets )

Providing & laying reinforced cement concrete Mechanically mixed & Vibrated in super-structure as per drawing & technical specification clauses 800, 1205.4 & 1205.5 reinforcement cement concrete M-25 grade ( design mix ) 1 : 1.5 : 3 ( One cement : one & half sand : three graded crushed stone aggregate 20 mm ( twenty milimetre ) nominal size ) in all height & depth, including cost of form work & curing complete including all leads, lifts & carriage of materials, as per the entire satisfaction of the Engineer-in-Charge.

Supplying, fitting & placing HYSD bar reinforcement in Super structure complete as per drawing & technical Specifications clause 1002, 1010 & 1202 including cost of binding wire including carriage of materials within all leads, lifts & other incidential charges & as per directionof Engineer-in-Charge.

Providing & laying filter media with granular crushed aggregate as per specification to a thickness of not less than & bigger size towards the wall & providing over the entire surface behind abutment, wing walls height compacted to firm condition complete as per drawing & technical specification clause 1204.3.8, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Providing & laying rubble stone flooring in cement mortar 1:3 ( One cement : three sand ) laid over cement concrete bedding complete as per drawing & technical specification clause 1303,including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Providing weep holes in brick masonry/ stone masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia (One hundred milimeter ) PVC pipe extending through the full width of the structure with slope of I V ( One vertical ) : 20 H ( Twenty horizonuial ) towards drawing face complete as per drawing Technical Specifications clauses 614, 709, 1204.3.7 including hauling of materials within all leads & lifts & other incidential charges & as per direction of Engineer-in-Charge.

Providing & laying boulder apron laid in wire crates with 4 mm ( four milimetre ) dia G.I. wire conforming to IS: 280 & IS:4826 in 100mm x100mm ( One hundred into one hundred milimeter ) mesh ( woven diagonally including 10% ( ten percent )extra for laps & joints laid with stone boulders weighting not less than 25 ( twenty five ) kilogram each as per drawing & technical Specification clause 1301, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Providing & laying reinforced cement concrete pipe NP2 as per design in single row, culverts on first class bedding of granular materials in single row including fixing collars with cement mmortar 1 : 3 ( One cement : three sand ) but excluding excvavation, protection wall, back filling, concrete & masonry work in head walls & parapets as per drawing & technical specification clause 1106 of R.C.C. following pipes :-

900 mm ( Nine hundred milimetre ) dia R.C.C. pipe NP2 as per design, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

500 mm ( Five hundred milimetre ) dia R.C.C. pipe NP2 as per design, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

300 mm ( Three hundred milimetre ) dia R.C.C. pipe NP2 as per design, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Construction of Sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet therequirement of table 300.2 with all leads, lifts as per technical specification of MORD clause 303.1 including carriage of all labour, equipments & materials to various location through all modes of transportation in all leads, lifts and all incidental charges as per direction of Engineer-in-Charge.

Construction of granular Sub-base by providing well graded materials, spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401, for Grading-I ( one ) materials including carriage of materials within all leads, lifts & other incidentals complete as per entire satisfaction of the Engineer-in-Charge.

Providing, laying, Spreading & compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 ( eighty to one hundred ) KN in stages to proper grade & camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density grading-2 ( two ) as per Technical Specification clause 405 including carriage of materials within all leads, lifts & other incidentals complete as per entire satisfaction of the Engineer-in-Charge.

Providing, laying, Spreading & compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 ( eighty to one hundred ) KN in stages to proper grade & camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density grading-3 ( three ) as per Technical Specification clause 405 including carriage of materials within all leads, lifts & other incidentals complete as per entire satisfaction of the Engineer-in-Charge.

Providing & applying primer coat with bitumen emulsion (SS-I) on the prepared surface of granular base including cleaning of road surface & spraying primer @ 0.85 Kg/Sqm ( zero point eight five kilogram per square metre ) using mechanical means as per Technical Specification clause 502, including carriage of materials within all leads, lifts & other incidentals complete as per entire satisfaction of the Engineer-in-Charge.

Providing & applying tack coat with bitumen emulsion ( RS-I ) using emulsion distributor 0.275 Kg/Sqm. ( zero point two seven five kilogram per Square metre ) on the prepared surface dry & honary bitumen surface cleaned with hydraulic broom as per Technical Specification clause 503, using mechanical means including carriage of materials within all leads, lifts & other incidentals complete as per entire satisfaction of the Engineer-in-Charge.

Providing & laying bituminous concrete 30 mm thick with 100-120 TPH capacity batch type hot mix plant producing an average output of 75 ( Seventy five ) tonnes per hour using crushed stone aggregates of specified grading, premixed with bituminous binder concrete of @ 5.5% ( five point five per cent) of mix & filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level & alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause 509 as per direction of Engineer-in-charge including carriage of materials through all modes of transportation within all leads, lifts & other incidentals. (Nothing extra shall be paid for higher contant of bitumen as per job mix formula.)

Reinforced cement concrete M15 grade kilometre stone/ Local stone of standard design as per IRC:8 fixing in position including painting & Printing etc. as per drawing and Technical Specification clause 1703 including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge

Ordinary Kilometer stone ( Precast ) including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge

200 ( Two hundred ) meter stone ( Precast ) including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge

Providing & fixing of typical NABARD/PMGSY informatory sign board with logo as per MORD specifications and drawing. Three mild steel plates of 1.6 mm ( One point six milimeter ) thick, top and middle plate duly welded with mild steel flat iron 25 mm x 5 mm ( Twenty five milimeter into five milimeter )size on back on edges. The lower plate will be welded with mild steel angle iron frame of 25 mm x 25 mm x 5 mm ( Twenty five milimeter into twently five milimeter into five milimeter ). The angle iron frame of the lower most plate & flat iron frame of middle plate will be welded to 2 Nos ( Two number ) 75mm x 75mm ( Seventy five milimeter into seventy five milimeter ) of 12 ( Twelve ) SWG sheet tubes posts duly embedded in cement concrete M-15 ( fifteen ) brade blocks of 450mm x 450 mm x 600 mm, 600 mm ( Four hundred fifty milimeter into four hundrted fifty milimeter into six hundred milimeter, six hundred milimeter ) below ground level. The top most dismond plate will be welded to middle plate by 47 mm x 47 mm ( forty seven milimeter into forty seven milimeter ) of 12 ( twelve ) SWG steel plate tube. All mild steel will be stove enamel paint of superior quality in required shade and colour. All sections of framed posts & steel tube will be painted with primer and two coats of apoxy paint as per draweing clause 1701 and annexure 1700.1, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge .

Providing & fixing of retro-reflectorised cautionary, mandatory & informatory sign as per IRC 67 ( Sixty seven ) made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm ( One point five milimeter ) thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm ( seventy five milimeter into seventy five milimeter into six milimeter ) firmly fixed to the ground by means of properly designed foundation with M15 (fifteen ) grade cement concrete 650 mm x 650 mm x 600 mm , 600 mm ( Six hundred fifty milimeter into six hundrted fifty milimeter into six hundred milimeter, six hundred milimeter ) below ground level as per drawing and Technical specification clause 801, 600 mm ( six hundred milimeter ) equilateral triangle including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Providing & fixing of retro-reflectorised cautionary, mandatory & informatory sign as per IRC 67 ( Sixty seven ) made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm ( One point five milimeter ) thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm ( seventy five milimeter into seventy five milimeter into six milimeter ) firmly fixed to the ground by means of properly designed foundation with M15 (fifteen ) grade cement concrete 650 mm x 650 mm x 600 mm , 600 mm ( Six hundred fifty milimeter into six hundrted fifty milimeter into six hundred milimeter, six hundred milimeter ) below ground level as per drawing and Technical specification clause 801, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge. ( 800 x 600 mm ) (Eight hundred into six hundred milimetre )

Reinforced cement concrete M15 grade boundary pillars/ Local stone of standard design as per IRC:25 fixing in position including painting & Printing etc. as per drawing and Technical Specification clause 1703, Ordinary Kilometer stone ( Precast ) including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge

Routine maintenance after completion of construction work as per terms & condition of bid document that is 7 ©IV of contract data to general condition of contract & technical specifications of Rural Development for rural road August 2004 for rural roads including hauling/ craaiage of all labour euipment & materials to various locations through all modes of transportation in all leads, lifts to the entire satisfaction of the Engineer-in-Charge :- ( Plain terain ).

Maintenance cost for the first year.

Maintenance cost for the Second year.

Maintenance cost for the Third year.

Maintenance cost for the Fourth year.

Maintenance cost for the Fifth year.

mohdjaseem

Ranjeet Singh

H. C. Bansal Engg. & Contt.

RANDEEP CHAUHAN