Construction of link road from Sainwala Jhamiria Bogria Jamanwala Charuwala Kotla Km. 0/0 to 11/500 ( Under Nabard RIDF-XXX)

Excavation in earth work in hilly area all heights & depths, in all kind of soil including saturated soil comprising of mixed soi, 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 chiselling & 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 , in conformity with the requirement of technicalspecification for Rural Road, August, 2004 and clause 16.2 of General Conditions for Contract to achieve designed formation width including hauling & stacking of materials useful for construction at suitable sites & safe disposal of unsuitable cut materials in specified manner including arrangement of dumping site, trimming, filling of unevenness, blind age and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge for smooth riding including all leads and lifts. The recovery for stones, whether useful or not for 2418.59 Cubic metres @ Rs. 300 /- ( Rupees Three hundred seventy ) only per Cubic metre shall be effected on prorata basis in all circumstances. Any loss to the public & private property during the course of excavation shall be absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Earth work in excavation for structure in all depths as per MORD 2014, drawing & technical specification for Rural Road August 2004 clause 305.1,1603.4 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.

Providing & laying cement concrete for Mechanically mixed & Vibrated 1 : 6 : 12 ( One cement : six sand : twelve graded crushed stone aggregate 40 mm ( forty milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per MORD 2014, 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 cement concrete Mechanically mixed & Vibrated 1 : 4 : 8 ( One cement : four sand : eight graded crushed stone aggregate 25 mm ( twenty five milimetre ) nominal size ) for plain/ reinforced concrete work in open foundation complete as per MORD 2014, 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 cement concrete Mechanically mixed & Vibrated 1 : 3 : 6 ( One cement : three sand : six graded crushed stone aggregate 40 mm ( forty milimetre ) Grade-M10 ( Mix design Grade-ten ) nominal size ) for plain/ reinforced concrete work in open foundation , Sub-structure complete as per drawing MORD 2014, & technical specification clauses 802, 804, 805, 806, 807, 1202 , 1203 & 1206 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 cement concrete Mechanically mixed & Vibrated 1 : 2.5 : 5 ( One cement : two point five sand : five graded crushed stone aggregate 40 mm ( forty milimetre ) Grade-M15 ( Mix design Grade-fifteen ) nominal size ) for plain/ reinforced concrete work in open foundation , Sub-structure complete as per drawing MORD 2014, & technical specification clauses 802, 804, 805, 806, 807, 1202 , 1203 & 1206 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 cement concrete Mechanically mixed & Vibrated Plain cement concrete Grade-M- 20 ( Mix design twenty ) 1 : 2 : 4 ( One cement : two sand : four graded crushed stone aggregate 20 mm ( twenty milimetre ) nominal size ) for plain/ reinforced concrete work in Sub-structure complete as per MORD 2014, drawing & technical specification clauses 802, 804, 805, 806, 807, 808,1202 & 1206 upto all height 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 reinforced cement concrete Mechanically mixed & Vibrated in super-structure as per MORD 2014, drawing & technical specification clauses 800, 1204.1 & 1404.4.1 reinforcement cement concrete M-25 grade ( design mix twenty five ) 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.

Providing & laying reinforced cement concrete Mechanically mixed & Vibrated in super-structure as per MORD 2014, drawing & technical specification clauses 800, 1204.1 & 1404.4.1 reinforcement cement concrete M-30 grade ( design mix thirty ) 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 MORD 2014, drawing & technical Specifications , clause 2011.3, 1006 & 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 flooring laid over cement concrete bedding ( cement concrete bedding to be measured & paid for separately ) complete as per MORD 2014, drawing & technical specification clause 1303, Rubble stone laid in cement mortar 1:3 ( One cement : three sand ) ( Cement concrete will be paid for separately ) including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Back filling behind abutment, wing walls & return walls complete as per MORD 2014, drawing & technical specification clause 710.1.4 appendix-6 of IRC 78, Granular materials 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 MORD 2014, drawing Technical Specifications clauses 614, 709, 1206.6 including hauling of materials within all leads & lifts & other incidential charges & as per direction of Engineer-in-Charge.

Providing & laying reinforced cement concrete pipe NP3 900mm ( nine hundred milimetre ) dia for culverts on first class bedding of granular materials in single row including fixing collars with cement mmortar 1 : 2 ( One cement : two sand ) but excluding excvavation, protection wall, back filling, concrete & masonry work in head walls & parapets as per MORD 2014, drawing & technical specification clause 1101 including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the 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 MORD 2014, 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.

Preparation of sub grade by dressing to camber ( Earth work for the cutting involved for sub grade to be paid for separately depending upon the claiisification of soil ) complete as per HP.PWD.,1990 specification clause 21.2.2, including haulage of materials in all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Consolidation of Sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. & re-rolling the sub-grade complete as per HP.PWD., Specification, 1990, clause 21.2.3 including haulage of materials in all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient & camber including spreading watering & rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm ( One hundred milimetre ) spread thickness ( finished work including materials and labour ) , including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Construction of unlined surface drains of average cross sectional area 0.40 Sqmt ( Zero point zero four Square metres ) in soil to specified lines, grades, levels and dimensions. Excavated materials to be used in embankment within all leads & lifts as per MORD 2014 & Technical specification clause 307 & 1307, including all leads, lifts & carriage of materials complete as per entire satisfaction of the Engineer-in-Charge.

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, 5th ( fifth ) Kilometer stone ( Precast ) including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge

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

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, 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 informatory sign board with logo as per MORD specifications conforming to IRC 67 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 drawing clause 1701,801 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 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 450 mm 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 as per drawing and Technical specification clause 801,1701 and annexure 1700.1, 900 mm ( Nine hundred milimetre ) 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 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 450 mm 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 as per drawing and Technical specification clause 801,1701 and annexure 1700.1, 600 mm ( Six hundred milimetre ) equilateral triangle, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Providing & fixing Drainage spouts complete as per MORD 2014, drawing & Technical & Specifications clause 1404.5, including hauling/ carriage of all labour equipment & materials to various locations through all modes of transportations in all leads, lifts to the entire satisfactionof Engineer-in-Charge.

Construction of Reinforced cement concrete railing of M-25 ( twenty five ) Grade in-situ with 20 mm ( twenty milimeter ) nominal size aggregate, true to line & grade, to lurence of vertical reinforced cement concrete post not to exceed 1 ( One ) in 500 ( five hundred ), centre to centre spacing between vertical post not to exceed 2000 m ( Two thousand meter ), leaving adequate space between vertical post for expansion, complete as per MORD 2014, approved drawings & technical specifications clauses 800, 900 & 1404.3.3, including hauling/ carriage of all labour equipment & materials to various locations through all modes of transpportions in all leads & lifts to the entire satisfactionof the Engineer-in-Charge.

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shade on new, plastered/ concrete surface as per drawing & Technical Specification clause 1701,including carriage of materials within all leads, lifts & other incidential charges complete as per entire satisfaction of the 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.

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

Providing & laying a burried expansion joints, covered with 12mm ( twelve milimetre ) thick, 200 mm ( two hundred milimetre ) wide galvansised weldable structural steel plates as per IS 2062, placed symmetrical to centre line of the joints, resting freely over the top surface of the deck concrete, welding of 8 mm ( eight milimetre ) dia, 100mm ( One hundred milimetre ) long galvanised nails spaced 300mm ( three hundred milimetre ) centre to centre along the centre line of the plate, all as specified in clause 2604, including carriage of materials within all leads, lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Providing & filling joints sealing compound as per drawing & technical specification with coarse sand & 6 ( Six ) per cent bitumen by weight including carriage of materials within all leads, lifts & other incidential charges complete as per entire satisfaction of the Engineer-in-Charge.