Package No ADB-SAN(II)-03, Tal - Jath, Dist- Sangli

Amount

A)Improvement of Road from Kosari-Bagalwadi-Singanhalli Km 0/000 to 9/135 (Proposed Length 8.705km), Taluka -Jat, District:- Sangli Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, all leads including removal and disposal of top organic soil not exceeding 150 milimeter in thickness as per Technical Specification Ministry Of Rural Development 2014 Clause 201. By mechnical means (A) In area Non of thorny jungle And As Directed by Engineer Incharge

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, all leads including removal and disposal of top organic soil not exceeding 150 milimeter in thickness as per Technical Specification Ministry Of Rural Development 2014 Clause 201.By mechnical means (B) In area of thorny jungle And As Directed by Engineer Incharge

Excavation for roadwork in soil with hydraulic excavator of 0.9 cubicmeter 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 with all lifts and leads as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3 And As Directed by Engineer Incharge

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cubicmeter bucket capacity including cutting and loading in tippers, transporting to embankment site with all lifts and leads, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3.5 And As Directed by Engineer Incharge

Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lifts and leads as per Technical Specification Clause 302.3.5 And As Directed by Engineer Incharge

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all lifts and leads, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 And As Directed by Engineer Incharge

Scarifying existing bituminous surface to a depth of 150 mm and disposal of scarified material with all lifts and leads as per Technical Specification Clause 301.4. as per Technical Specification Clause 301.4 And As Directed by Engineer Incharge

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 Tables 300.1 and 300.2 as per Technical Specification Ministry Of Rural Development 2014 Clause 301.5 And As Directed by Engineer Incharge

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 meter, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 lead more than 250 metre as per Technical Specification Ministry Of Rural Development 2014 Clause 301.5 And As Directed by Engineer Incharge

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 300.2 as per Technical Specification Ministry Of Rural Development 2014 Clause 303.1. And As Directed by Engineer Incharge

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 milimeter, mixed with water at optimum moisture content and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.And As Directed by Engineer Incharge And As Directed by Engineer Incharge

Construction of Granular sub-base grade -II by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibretary wheel roller to achieve the desired density, complete as per Technical Specification Ministry Of Rural Development 2014 Clause 401. And As Directed by Engineer Incharge

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kilonewton static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Water bound macadum Grading 2 as per Technical Specification Ministry Of Rural Development 2014 Clause 405. For - By Mechanical Means And As Directed by Engineer Incharge

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506

Providing and applying tack coat with Bitumen emulsion (Rapid setting-1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. And As Directed by Engineer Incharge

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thickness composed of 13.2 milimeter to 5.6 milimeter aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kilonewton static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Ministry Of Rural Development 2014 Clause 506. For -Case - II By Mechanical MeansBitumen (S-65) Viscosity Grade-30 (1.46 kilogram per squaremeter) And As Directed by Engineer Incharge

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Ministry Of Rural Development 2014 Clause 508 Case - I : Type A Bitumen (S-65) Viscocity grade-30 by Mechanical Means (0.98 kilogram per squaremeter) And As Directed by Engineer Incharge

Dismantling Stone Masonry as per Technical Specification MORD 2014 Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and leada as per Technical Specification MORD 2014 Clause 202. Rubble Stone Masonry in Cement Mortar And As Directed by Engineer Incharge

Removing all types of Hume pipes and stacking within all leads including Earthwork and Dismantling of Masonry Works as per Technical Specification MORD 2014 Clause 202. Upto 600 mm dia Hume pipe And As Directed by Engineer Incharge

Earthwork in excavation for structures as per drawing and technical specifications Ministry Of Rural Development 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil And As Directed by Engineer Incharge

Earthwork in excavation for structures as per drawing and technical specifications Ministry Of Rural Development 2014 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 meter, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 meter depth And As Directed by Engineer Incharge

Earthwork in excavation for structures as per drawing and technical specifications 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 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (blasting prohibited) Upto 3 meter depth And As Directed by Engineer Incharge

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Plane cement concreate grade M 10 Nominal mix 1:3:6 And As Directed by Engineer Incharge

Providing concrete for plain/reinforced concrete in sub structure complete as per drawings and technical specifications Ministry Of Rural Development 2014 Clause 802, 803, 804, 805, 806, 807, 1202 & 1203, 1204 Plain cement concreate grade M 15 Nominal mix (1:2.5:5) And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. D. 600 milimeter Non pressure 3 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe Non pressure2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. D. 600 milimeter Non pressure 2 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Providing and laying cement concrete wearing course M30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 And As Directed by Engineer Incharge

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 And As Directed by Engineer Incharge

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in sub structure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 And As Directed by Engineer Incharge

Providing weepholes in brick masonry / stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 milimeter dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 A.C. pipe 100 milimeter Dia And As Directed by Engineer Incharge

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1303 And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 5th Kilometre Stone (Precast) And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 Ordinary Kilometer Stone (Precast) And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 200 meter stone (precast) And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. And As Directed by Engineer Incharge

Providing and fixing a typical Mukhya Mantri Gram Yojana Citizen information board as per specification provided on detailed drawing of National Road Ruler Devlopment Agency having frame size of 2500 x 1150 millimeter with 75 millimeter square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of National Road Ruler Devlopment Agency shall be displayed on a Galvanised Iron sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Citizen Information Board And As Directed by Engineer Incharge

Providing and fixing of typical Mukhya Mantri Gram Sadak Yojana informatory sign board with Logo as per Ministry Of Rural Development specifications and drawing. Three Mild steel Plates of 1.6 mm thick, top and middle plate duly welded with Mild steel flat iron 25Millimeter x 5meter size on back on edges. The lower plate will be welded with Mild steel angle iron frame of 25 Millimeter x 25 Millimeter x 5 Millimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75Millimeter x 75 Millimeter of 12 Steel wire Gause sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450Millimeter x 450Millimeter x 600Millimeter, 600Millimeter below ground level. The top most diamond plate will be welded to middle plate by 47Millimeter x 47Millimeter of 12 Steel wire Gauge steel plate tube. All Mild steel will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 'Logo' of Mukhya Mantri Gram Sadak Yojana Project And As Directed by Engineer Incharge

Direction and Place identification signs with size up to 0.9 squaremeter size board (Village name board)Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick Mild steel Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per Ministry Of Rural Development specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 mm height duly strengthened by 25 milimeter x 5 milimeter M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600milimeter below ground level as per approved drawing and Technical Specification Clause 1701.And As Directed by Engineer Incharge

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress 67 made of 1.5milimeter 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 Ministry Of Rural Development for Rural Roads of required shade and colour supported and welded on 47milimeter x 47milimeter x 12 Steel wire Gauge sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Ministry Of Rural Development 2014 Clause 1701.2.2 a. 600 milimeter equilateral triangular And As Directed by Engineer Incharge

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road congress 67 made of 1.5 milimeter thick Mild steel 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 Ministry Of Rural Development for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 Steel wire gauge sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Ministry Of Rural Development 2014 Clause 1701.2.2 c. 600 x 450 milimeter Rectangular And As Directed by Engineer Incharge

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 600mm circular And As Directed by Engineer Incharge

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. And As Directed by Engineer Incharge

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings And As Directed by Engineer Incharge

Providing and fixing in position Pipe Railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 And As Directed by Engineer Incharge

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 And As Directed by Engineer Incharge

White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scraping etc. complete And As Directed by Engineer Incharge

A,W : Metal Beam Crash Barrier (Providing and erecting a "W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip cess, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 750 milimeter Non pressure 3 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe Non pressure2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 450 milimeter Non pressure 2 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Backfilling behind abutment, wing wll and return wall complete as per drawing & technical specification Clause 1204.3.8 Granular material

Providing and laying reinforced cement concrete in substructure as per drawing and technical specification Clause 800, 1205.4, and 1205.5 R.C.C. grade M-30

B)Improvement of Road from Utagi-Belondgi Km 0/000 to 8/745, Taluka -Jat, District:- Sangli Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, all leads including removal and disposal of top organic soil not exceeding 150 milimeter in thickness as per Technical Specification Ministry Of Rural Development 2014 Clause 201. By mechnical means (A) In area Non of thorny jungle And As Directed by Engineer Incharge

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, all leads including removal and disposal of top organic soil not exceeding 150 milimeter in thickness as per Technical Specification Ministry Of Rural Development 2014 Clause 201.By mechnical means (B) In area of thorny jungle And As Directed by Engineer Incharge

Excavation for roadwork in soil with hydraulic excavator of 0.9 cubicmeter 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 with all lifts and leads as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3 And As Directed by Engineer Incharge

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cubicmeter bucket capacity including cutting and loading in tippers, transporting to embankment site with all lifts and leads, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3.5 And As Directed by Engineer Incharge

Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lifts and leads as per Technical Specification Clause 302.3.5 And As Directed by Engineer Incharge

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all lifts and leads, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 And As Directed by Engineer Incharge

Scarifying existing bituminous surface to a depth of 150 mm and disposal of scarified material with all lifts and leads as per Technical Specification Clause 301.4. as per Technical Specification Clause 301.4 And As Directed by Engineer Incharge

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 Tables 300.1 and 300.2 as per Technical Specification Ministry Of Rural Development 2014 Clause 301.5 And As Directed by Engineer Incharge

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 meter, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 lead more than 250 metre as per Technical Specification Ministry Of Rural Development 2014 Clause 301.5 And As Directed by Engineer Incharge

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 300.2 as per Technical Specification Ministry Of Rural Development 2014 Clause 303.1. And As Directed by Engineer Incharge

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 milimeter, mixed with water at optimum moisture content and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.And As Directed by Engineer Incharge And As Directed by Engineer Incharge

Construction of Granular sub-base grade -II by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibretary wheel roller to achieve the desired density, complete as per Technical Specification Ministry Of Rural Development 2014 Clause 401. And As Directed by Engineer Incharge

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kilonewton static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Water bound macadum Grading 2 as per Technical Specification Ministry Of Rural Development 2014 Clause 405. For - By Mechanical Means And As Directed by Engineer Incharge

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506

Providing and applying tack coat with Bitumen emulsion (Rapid setting-1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. And As Directed by Engineer Incharge

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thickness composed of 13.2 milimeter to 5.6 milimeter aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kilonewton static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Ministry Of Rural Development 2014 Clause 506. For -Case - II By Mechanical MeansBitumen (S-65) Viscosity Grade-30 (1.46 kilogram per squaremeter) And As Directed by Engineer Incharge

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Ministry Of Rural Development 2014 Clause 508 Case - I : Type A Bitumen (S-65) Viscocity grade-30 by Mechanical Means (0.98 kilogram per squaremeter) And As Directed by Engineer Incharge

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 etc... and Technical Specification Clause 1501 And As Directed by Engineer Incharge

Dismantling Stone Masonry as per Technical Specification MORD 2014 Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and leada as per Technical Specification MORD 2014 Clause 202. Rubble Stone Masonry in Cement Mortar And As Directed by Engineer Incharge

Removing all types of Hume pipes and stacking within all leads including Earthwork and Dismantling of Masonry Works as per Technical Specification MORD 2014 Clause 202. Upto 600 mm dia Hume pipe And As Directed by Engineer Incharge

Earthwork in excavation for structures as per drawing and technical specifications Ministry Of Rural Development 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil And As Directed by Engineer Incharge

Earthwork in excavation for structures as per drawing and technical specifications Ministry Of Rural Development 2014 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 meter, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 meter depth And As Directed by Engineer Incharge

Earthwork in excavation for structures as per drawing and technical specifications 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 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (blasting prohibited) Upto 3 meter depth And As Directed by Engineer Incharge

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble soling with Rubble And As Directed by Engineer Incharge

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Plane cement concreate grade M 10 Nominal mix 1:3:6 And As Directed by Engineer Incharge

Providing concrete for plain/reinforced concrete in sub structure complete as per drawings and technical specifications Ministry Of Rural Development 2014 Clause 802, 803, 804, 805, 806, 807, 1202 & 1203, 1204 Plain cement concreate grade M 15 Nominal mix (1:2.5:5) And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B. 1000 milimeter Non pressure 3 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. D. 600 milimeter Non pressure 3 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe Non pressure2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. D. 600 milimeter Non pressure 2 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Providing and laying cement concrete wearing course M30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 And As Directed by Engineer Incharge

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in sub structure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 And As Directed by Engineer Incharge

Providing weepholes in brick masonry / stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 milimeter dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 A.C. pipe 100 milimeter Dia And As Directed by Engineer Incharge

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1303 And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 5th Kilometre Stone (Precast) And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 Ordinary Kilometer Stone (Precast) And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 200 meter stone (precast) And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. And As Directed by Engineer Incharge

Providing and fixing a typical Mukhya Mantri Gram Yojana Citizen information board as per specification provided on detailed drawing of National Road Ruler Devlopment Agency having frame size of 2500 x 1150 millimeter with 75 millimeter square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of National Road Ruler Devlopment Agency shall be displayed on a Galvanised Iron sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Citizen Information Board And As Directed by Engineer Incharge

Providing and fixing of typical Mukhya Mantri Gram Sadak Yojana informatory sign board with Logo as per Ministry Of Rural Development specifications and drawing. Three Mild steel Plates of 1.6 mm thick, top and middle plate duly welded with Mild steel flat iron 25Millimeter x 5meter size on back on edges. The lower plate will be welded with Mild steel angle iron frame of 25 Millimeter x 25 Millimeter x 5 Millimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75Millimeter x 75 Millimeter of 12 Steel wire Gause sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450Millimeter x 450Millimeter x 600Millimeter, 600Millimeter below ground level. The top most diamond plate will be welded to middle plate by 47Millimeter x 47Millimeter of 12 Steel wire Gauge steel plate tube. All Mild steel will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 'Logo' of Mukhya Mantri Gram Sadak Yojana Project And As Directed by Engineer Incharge

Direction and Place identification signs with size up to 0.9 squaremeter size board (Village name board)Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick Mild steel Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per Ministry Of Rural Development specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 mm height duly strengthened by 25 milimeter x 5 milimeter M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600milimeter below ground level as per approved drawing and Technical Specification Clause 1701.And As Directed by Engineer Incharge

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress 67 made of 1.5milimeter 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 Ministry Of Rural Development for Rural Roads of required shade and colour supported and welded on 47milimeter x 47milimeter x 12 Steel wire Gauge sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Ministry Of Rural Development 2014 Clause 1701.2.2 a. 600 milimeter equilateral triangular And As Directed by Engineer Incharge

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road congress 67 made of 1.5 milimeter thick Mild steel 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 Ministry Of Rural Development for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 Steel wire gauge sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Ministry Of Rural Development 2014 Clause 1701.2.2 c. 600 x 450 milimeter Rectangular And As Directed by Engineer Incharge

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 600mm circular And As Directed by Engineer Incharge

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. And As Directed by Engineer Incharge

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings And As Directed by Engineer Incharge

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 And As Directed by Engineer Incharge

White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scraping etc. complete And As Directed by Engineer Incharge

A,W : Metal Beam Crash Barrier (Providing and erecting a "W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip cess, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 750 milimeter Non pressure 3 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe Non pressure2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 450 milimeter Non pressure 2 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

C) Improvement of Road from TR 01 Washan to Belunkhi Km 1/820 to 7/605 (proposed 5.44 km), Taluka -Jat, District:- Sangli Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, all leads including removal and disposal of top organic soil not exceeding 150 milimeter in thickness as per Technical Specification Ministry Of Rural Development 2014 Clause 201. By mechnical means (A) In area Non of thorny jungle And As Directed by Engineer Incharge

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, all leads including removal and disposal of top organic soil not exceeding 150 milimeter in thickness as per Technical Specification Ministry Of Rural Development 2014 Clause 201.By mechnical means (B) In area of thorny jungle And As Directed by Engineer Incharge

Excavation for roadwork in soil with hydraulic excavator of 0.9 cubicmeter 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 with all lifts and leads as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3 And As Directed by Engineer Incharge

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cubicmeter bucket capacity including cutting and loading in tippers, transporting to embankment site with all lifts and leads, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3.5 And As Directed by Engineer Incharge

Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lifts and leads as per Technical Specification Clause 302.3.5 And As Directed by Engineer Incharge

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all lifts and leads, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 And As Directed by Engineer Incharge

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 Tables 300.1 and 300.2 as per Technical Specification Ministry Of Rural Development 2014 Clause 301.5 And As Directed by Engineer Incharge

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 meter, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 lead more than 250 metre as per Technical Specification Ministry Of Rural Development 2014 Clause 301.5 And As Directed by Engineer Incharge

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 300.2 as per Technical Specification Ministry Of Rural Development 2014 Clause 303.1. And As Directed by Engineer Incharge

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 milimeter, mixed with water at optimum moisture content and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.And As Directed by Engineer Incharge And As Directed by Engineer Incharge

Construction of Granular sub-base grade -II by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibretary wheel roller to achieve the desired density, complete as per Technical Specification Ministry Of Rural Development 2014 Clause 401. And As Directed by Engineer Incharge

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kilonewton static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Water bound macadum Grading 2 as per Technical Specification Ministry Of Rural Development 2014 Clause 405. For - By Mechanical Means And As Directed by Engineer Incharge

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506

Providing and applying tack coat with Bitumen emulsion (Rapid setting-1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. And As Directed by Engineer Incharge

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thickness composed of 13.2 milimeter to 5.6 milimeter aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kilonewton static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Ministry Of Rural Development 2014 Clause 506. For -Case - II By Mechanical MeansBitumen (S-65) Viscosity Grade-30 (1.46 kilogram per squaremeter) And As Directed by Engineer Incharge

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Ministry Of Rural Development 2014 Clause 508 Case - I : Type A Bitumen (S-65) Viscocity grade-30 by Mechanical Means (0.98 kilogram per squaremeter) And As Directed by Engineer Incharge

Removing all types of Hume pipes and stacking within all leads including Earthwork and Dismantling of Masonry Works as per Technical Specification MORD 2014 Clause 202. Upto 600 mm dia Hume pipe And As Directed by Engineer Incharge

Earthwork in excavation for structures as per drawing and technical specifications Ministry Of Rural Development 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil And As Directed by Engineer Incharge

Earthwork in excavation for structures as per drawing and technical specifications Ministry Of Rural Development 2014 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 meter, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 meter depth And As Directed by Engineer Incharge

Earthwork in excavation for structures as per drawing and technical specifications 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 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (blasting prohibited) Upto 3 meter depth And As Directed by Engineer Incharge

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Plane cement concreate grade M 10 Nominal mix 1:3:6 And As Directed by Engineer Incharge

Providing concrete for plain/reinforced concrete in sub structure complete as per drawings and technical specifications Ministry Of Rural Development 2014 Clause 802, 803, 804, 805, 806, 807, 1202 & 1203, 1204 Plain cement concreate grade M 15 Nominal mix (1:2.5:5) And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B. 1000 milimeter Non pressure 3 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. D. 600 milimeter Non pressure 3 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe Non pressure2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. D. 600 milimeter Non pressure 2 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Providing and laying cement concrete wearing course M30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 And As Directed by Engineer Incharge

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in sub structure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 And As Directed by Engineer Incharge

Providing weepholes in brick masonry / stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 milimeter dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 A.C. pipe 100 milimeter Dia And As Directed by Engineer Incharge

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1303 And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 5th Kilometre Stone (Precast) And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 Ordinary Kilometer Stone (Precast) And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Ministry Of Rural Development 2014 Clause 1703 200 meter stone (precast) And As Directed by Engineer Incharge

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. And As Directed by Engineer Incharge

Providing and fixing a typical Mukhya Mantri Gram Yojana Citizen information board as per specification provided on detailed drawing of National Road Ruler Devlopment Agency having frame size of 2500 x 1150 millimeter with 75 millimeter square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of National Road Ruler Devlopment Agency shall be displayed on a Galvanised Iron sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. Citizen Information Board And As Directed by Engineer Incharge

Providing and fixing of typical Mukhya Mantri Gram Sadak Yojana informatory sign board with Logo as per Ministry Of Rural Development specifications and drawing. Three Mild steel Plates of 1.6 mm thick, top and middle plate duly welded with Mild steel flat iron 25Millimeter x 5meter size on back on edges. The lower plate will be welded with Mild steel angle iron frame of 25 Millimeter x 25 Millimeter x 5 Millimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75Millimeter x 75 Millimeter of 12 Steel wire Gause sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450Millimeter x 450Millimeter x 600Millimeter, 600Millimeter below ground level. The top most diamond plate will be welded to middle plate by 47Millimeter x 47Millimeter of 12 Steel wire Gauge steel plate tube. All Mild steel will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 'Logo' of Mukhya Mantri Gram Sadak Yojana Project And As Directed by Engineer Incharge

Direction and Place identification signs with size up to 0.9 squaremeter size board (Village name board)Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick Mild steel Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per Ministry Of Rural Development specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 mm height duly strengthened by 25 milimeter x 5 milimeter M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600milimeter below ground level as per approved drawing and Technical Specification Clause 1701.And As Directed by Engineer Incharge

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress 67 made of 1.5milimeter 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 Ministry Of Rural Development for Rural Roads of required shade and colour supported and welded on 47milimeter x 47milimeter x 12 Steel wire Gauge sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Ministry Of Rural Development 2014 Clause 1701.2.2 a. 600 milimeter equilateral triangular And As Directed by Engineer Incharge

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road congress 67 made of 1.5 milimeter thick Mild steel 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 Ministry Of Rural Development for Rural Roads of required shade and colour supported and welded on 47milimeter x 47 milimeter x 12 Steel wire gauge sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing Ministry Of Rural Development 2014 Clause 1701.2.2 c. 600 x 450 milimeter Rectangular And As Directed by Engineer Incharge

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 600mm circular And As Directed by Engineer Incharge

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. And As Directed by Engineer Incharge

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings And As Directed by Engineer Incharge

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 And As Directed by Engineer Incharge

White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scraping etc. complete And As Directed by Engineer Incharge

A,W : Metal Beam Crash Barrier (Providing and erecting a "W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip cess, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 750 milimeter Non pressure 3 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge

Providing and laying reinforced cement concrete pipe Non pressure2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 450 milimeter Non pressure 2 Class As per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge A)Improvement of Road from Kosari-Bagalwadi-Singanhalli Km 0/000 to 9/135 (Proposed Length 8.705km), Taluka -Jat, District:- Sangli (Rs 43975097.81) B)Improvement of Road from Utagi-Belondgi Km 0/000 to 8/745, Taluka -Jat, District:- Sangli (Rs 42765141.40) C) Improvement of Road from TR 01 Washan to Belunkhi Km 1/820 to 7/605 (proposed 5.44 km), Taluka -Jat, District:- Sangli (Rs 31054770.90)

Babasaheb Gunjate