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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-03-2023 | Schedule C Uploaded | Other | 03-04-2023 |
| 2 | 28-03-2023 | Time Extension | Date | 03-04-2023 |
| 3 | 18-03-2023 | Corrigendum | Terms and Conditions | 29-03-2023 |
| Sl. No. | Item Description |
| 1 | A)Improvement of Road from Otur To Pansarewadi Dumbarwadi, Km 0/000 to 6/200, Taluka -Junnar,District:- Pune 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 earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, all leadincluding 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 jungleAnd As Directed by Engineer Incharge |
| 2 | 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 earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, all leadincluding 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 |
| 3 | Excavation for roadwork in soil with hydraulic excavator of0.9 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 lift and all lead more than 100 meter as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3And As Directed by Engineer Incharge |
| 4 | 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 lift and all lead , 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 |
| 5 | Scarifying existing bituminous surface to a depth of 150 mm and disposal of scarified material with all lift and all leads as per Technical Specification Clause 301.4. as per Technical Specification Clause 301.4 And As Directed by Engineer Incharge |
| 6 | 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 301.5And As Directed by Engineer Incharge |
| 7 | 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 301.5And As Directed by Engineer Incharge |
| 8 | 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 |
| 9 | 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 |
| 10 | 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 wheelroller to achieve thedesired density, complete as per Technical Specification Ministry Of Rural Development 2014 Clause 401. And As Directed by Engineer Incharge |
| 11 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 2as per Technical Specification Ministry Of Rural Development 2014 Clause 405. For - By Mechanical Means And As Directed by Engineer Incharge |
| 12 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. And As Directed by Engineer Incharge |
| 13 | 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 kN 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 Grading 3 as per Technical Specification Clause 405 |
| 14 | Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 15 | 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 |
| 16 | Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen (using 8% waste Plastic by wt of Bitumen) 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (Type B) And As Directed by Engineer Incharge |
| 17 | White topping or concrete overlay for urban roads: Construction of Thin White Topping plain cement concrete pavement of M-40 grade over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15 per cent and sand by 10 per cent, mixed in a batching and mixing plant as per approved mixdesign, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, construction and longitudinal joints with panel size of 1m X 1m, joint filler, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, polypropylene fiber as approved, curing compound, finishing to lines and grades as per drawing |
| 18 | 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 all lead as per Technical Specification MORD 2014 Clause 202. Rubble Stone Masonry in Cement Mortar And As Directed by Engineer Incharge |
| 19 | Removing all types of Hume pipes and stacking with all lead including Earthwork and Dismantling of Masonry Works as per Technical Specification MORD 2014 Clause 202.Upto 600 mm dia Hume pipeAnd As Directed by Engineer Incharge |
| 20 | 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 all lead , dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil And As Directed by Engineer Incharge |
| 21 | 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 all lead, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary rock (not requiring blasting) Upto 3 meter depth And As Directed by Engineer Incharge |
| 22 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble soling with Rubble And As Directed by Engineer Incharge |
| 23 | 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 |
| 24 | 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, 1204Plain cement concreate grade M 15Nominal mix (1:2.5:5) And As Directed by Engineer Incharge |
| 25 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing 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 |
| 26 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing 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 |
| 27 | Providing and laying reinforced cement concrete pipe Non pressure2 for culverts on first class bedding of granularmaterial in single row includingfixing 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 ClassAs per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge |
| 28 | 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 |
| 29 | Reinforced cement concrete M15grade 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 |
| 30 | Reinforced cement concrete M15grade 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 1703Ordinary Kilometer Stone (Precast) And As Directed by Engineer Incharge |
| 31 | Reinforced cement concrete M15grade 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 1703200 meter stone (precast) And As Directed by Engineer Incharge |
| 32 | 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 |
| 33 | 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 |
| 34 | 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 steelflat 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 |
| 35 | Providing and fixing of 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 Squaretube 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 |
| 36 | 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 |
| 37 | 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 steelSheet 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 |
| 38 | 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 |
| 39 | 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. |
| 40 | 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 |
| 41 | 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 |
| 42 | 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 |
| 43 | 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 |
| 44 | 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 |
| 45 | Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404. |
| 46 | B) Improvement of road from Bori Bk Rahuri to Unchkhadakwadi Road, Km 0/000 to 7/000, Taluka -Junnar,District:- Pune 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 earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, all leadincluding 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 jungleAnd As Directed by Engineer Incharge |
| 47 | 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 earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, all leadincluding 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 |
| 48 | Excavation for roadwork in soil with hydraulic excavator of0.9 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 lift and all lead more than 100 meter as per Technical Specification Ministry Of Rural Development 2014 Clause 302.3And As Directed by Engineer Incharge |
| 49 | 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 lift and all lead , 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 |
| 50 | Scarifying existing bituminous surface to a depth of 150 mm and disposal of scarified material with all lift and all leads as per Technical Specification Clause 301.4. as per Technical Specification Clause 301.4 And As Directed by Engineer Incharge |
| 51 | 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 301.5And As Directed by Engineer Incharge |
| 52 | 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 301.5And As Directed by Engineer Incharge |
| 53 | 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 |
| 54 | 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 wheelroller to achieve thedesired density, complete as per Technical Specification Ministry Of Rural Development 2014 Clause 401. And As Directed by Engineer Incharge |
| 55 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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 2as per Technical Specification Ministry Of Rural Development 2014 Clause 405. For - By Mechanical Means And As Directed by Engineer Incharge |
| 56 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. And As Directed by Engineer Incharge |
| 57 | 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 kN 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 Grading 3 as per Technical Specification Clause 405 |
| 58 | Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 59 | 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 |
| 60 | Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen (using 8% waste Plastic by wt of Bitumen) 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509(Type B) And As Directed by Engineer Incharge |
| 61 | White topping or concrete overlay for urban roads: Construction of Thin White Topping plain cement concrete pavement of M-40 grade over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the extent of 15 per cent and sand by 10 per cent, mixed in a batching and mixing plant as per approved mixdesign, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, construction and longitudinal joints with panel size of 1m X 1m, joint filler, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, polypropylene fiber as approved, curing compound, finishing to lines and grades as per drawing |
| 62 | 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 all lead as per Technical Specification MORD 2014 Clause 202. Rubble Stone Masonry in Cement Mortar And As Directed by Engineer Incharge |
| 63 | Removing all types of Hume pipes and stacking with all lead including Earthwork and Dismantling of Masonry Works as per Technical Specification MORD 2014 Clause 202.Upto 600 mm dia Hume pipeAnd As Directed by Engineer Incharge |
| 64 | 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 all lead , dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil And As Directed by Engineer Incharge |
| 65 | 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 all lead, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary rock (not requiring blasting) Upto 3 meter depth And As Directed by Engineer Incharge |
| 66 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble soling with Rubble And As Directed by Engineer Incharge |
| 67 | 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 |
| 68 | 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, 1204Plain cement concreate grade M 15Nominal mix (1:2.5:5) And As Directed by Engineer Incharge |
| 69 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing 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 |
| 70 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing 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 |
| 71 | Providing and laying reinforced cement concrete pipe Non pressure2 for culverts on first class bedding of granularmaterial in single row includingfixing 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 ClassAs per Technical Specification Ministry Of Rural Development 2014 Cluase No. 1100 And As Directed by Engineer Incharge |
| 72 | 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 |
| 73 | 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 |
| 74 | 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 specificationClauses 614, 709, 1204.3.7 A.C. pipe 100milimeter Dia And As Directed by Engineer Incharge |
| 75 | 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 |
| 76 | Reinforced cement concrete M15grade 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 |
| 77 | Reinforced cement concrete M15grade 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 1703Ordinary Kilometer Stone (Precast) And As Directed by Engineer Incharge |
| 78 | Reinforced cement concrete M15grade 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 1703200 meter stone (precast) And As Directed by Engineer Incharge |
| 79 | 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 |
| 80 | 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 |
| 81 | 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 steelflat 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 |
| 82 | Providing and fixing 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 Squaretube 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 |
| 83 | 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 |
| 84 | 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 steelSheet 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 |
| 85 | 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 |
| 86 | 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. |
| 87 | 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 |
| 88 | 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 |
| 89 | 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 |
| 90 | 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 |
| 91 | 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 |
| 92 | Plain / reinforced cement concrete in sub structure complete as per drawings and technical specification clause 802, 804, 805, 806, 807, 1202 and 1204 M25 |
| 93 | Providing and laying Boulder apron for Bed protection with stone boulders of minimum size and weight as per table 1300.1 no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301.A)Improvement of Road from Otur To Pansarewadi Dumbarwadi, Km 0/000 to 6/200, Taluka -Junnar,District:- Pune (Rs 30176790.75)B) Improvement of road from Bori Bk Rahuri to Unchkhadakwadi Road, Km 0/000 to 7/000, Taluka -Junnar,District:- Pune (Rs 37660107.90) |
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