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| 1 | A) Proposed Improvement / Upgradetionof (TR-01) Jadhavwadi to Balwadi (Kha) Road (TR-02) in Taluka : Khanapur, District : Sangli |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(II) By Mechanical Means (In area of thorny jungle) 40% |
| 3 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(II) By Mechanical Means (In area of non-thorny jungle) 60% |
| 4 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 m |
| 5 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5Excavation in Ordinary Rockusing Hydraulic Excavatorand Tippers with disposal upto 1000 m |
| 6 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5Excavation in Hard Rock (blasting prohibited) |
| 7 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5Construction of Embankment with Material Obtained from Roadway Cutting |
| 8 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification 301.5Construction of Embankment with Material Obtained from Borrow Pits |
| 9 | Construction ofearthen shoulders with approved material (Granular material having CBR more than 7) 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 Clause 303.1.Construction of earthen shoulders with Material Available from Borrow Pit |
| 10 | Construction of gravel/soil-aggregate baseby providingwell gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelrollerto achieve thedesired density, complete as per Technical Specifications Clause 401 (II) For Grading II Material Granular sub-base with Well Graded Material(Table 400.1) |
| 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 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. (Crushable Screenings) |
| 12 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Below OGPC & Below BM |
| 13 | 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 506.50mm Thick. |
| 14 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (excluding seal coat) |
| 15 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. (Using Type A) |
| 16 | Providing and fixing Cautionary /Warning sign boards inaluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier .900 mm Equilateral triangle |
| 17 | Providing and fixing Cautionary /Warning sign boards inaluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 600 mm Equilateral triangle |
| 18 | Providing and fixing Cautionary /Warning sign boards inaluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 600 mm Circular |
| 19 | Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as perIRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs600 x450 mm Reactangular |
| 20 | Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as perIRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs600 mm X 600 mm Sqaure |
| 21 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. 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 |
| 22 | Providing and Fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having frame size of 2500*1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60*60*75 cm size . information as provided in drawing of NRRDA shall be displayed on aCR/GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing 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. Rate as per RD and WC Deptt. No. CMGSY - 2007 /CR/145/Yojana-9 dat 4.4.2007 |
| 23 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.Ordinary Kilometer Stone (Precast) |
| 24 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.200 m stone (precast) |
| 25 | Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. (0.9 Sqm. Board) |
| 26 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a s |
| 27 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 |
| 28 | Providing & fixing Hazard markers boardin rectangular shape of size 0.30x0.90m made out of 16 guage(1.60mm) thickM.S.sheetwithangle frame 25X25X5 mm for pannel,black non reflective opaque back ground and yellow oblique engineering grade reflective bands & back side in gray stove enamal paint etc complete ,including one MS.angle iron post of 50mmx50mmx6mm 1.8 mtr long painted with synthetick enamel paint of black colour including in G.I.fixture etc & fixing the board in 1:2.5:3 (M-15 Grade) concrete block of size 45cm x45cmx60cm .including transportation etc . complete |
| 29 | 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. |
| 30 | Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material ( I.No 11.1(i) ) Ordinary Soil |
| 31 | Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material. ( ItemNo 11.1 (I) Ordinary rock (not requiring blasting) |
| 32 | Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material. ( ItemNo 11.1 (I) Hard rock (blasting prohibited) |
| 33 | Providing concrete for plain cement concrete M-10 in open foundation complete as per drawings and technical specification clauses 802,803, 1202 1203 ( I No 11.4,I(i) ) |
| 34 | Providing concrete for plain/reinforced concrete in Substructure complete as per drawings and technical specification clause 802, 803, 1202, & 1203P.C.C. grade M15 (Nominal mix (1:2:5:5:) |
| 35 | Providing and laying reinforced cement concrete pipe NP2 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.FOR NP2 (600mm) |
| 36 | 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.FOR NP3 (600mm) |
| 37 | Providing and laying Cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.( 1000 MM DIA ) |
| 38 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 |
| 39 | Filling the trench as per drawing and technical specification clause 305.3.9Rubble soling |
| 40 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8 |
| 41 | Metal Beam Crash Barrier -- Type - 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 process, 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)\" |
| 42 | B) Proposed Improvement / UpgradetionofSalgare to Janravwadi (State Border) Road in Taluka : Miraj, District : Sangli |
| 43 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(II) By Mechanical Means (In area of thorny jungle) 40% |
| 44 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(II) By Mechanical Means (In area of non-thorny jungle) 60% |
| 45 | Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. |
| 46 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 m |
| 47 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5Excavation in Ordinary Rockusing Hydraulic Excavatorand Tippers with disposal upto 1000 m |
| 48 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5Construction of Embankment with Material Obtained from Roadway Cutting |
| 49 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification 301.5Construction of Embankment with Material Obtained from Borrow Pits |
| 50 | Construction ofearthen shoulders with approved material (Granular material having CBR more than 7) 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 Clause 303.1.Construction of earthen shoulders with Material Available from Borrow Pit |
| 51 | Construction of gravel/soil-aggregate baseby providingwell gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelrollerto achieve thedesired density, complete as per Technical Specifications Clause 401 (II) For Grading II Material Granular sub-base with Well Graded Material(Table 400.1) |
| 52 | 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. (Crushable Screenings) |
| 53 | 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 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. WBM Grading III (Stone Screening) |
| 54 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Below OGPC |
| 55 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 56 | 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 506.50mm Thick. |
| 57 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (excluding seal coat) |
| 58 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. (Using Type A) |
| 59 | Providing and fixing Cautionary /Warning sign boards inaluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier .900 mm Equilateral triangle |
| 60 | Providing and fixing Cautionary /Warning sign boards inaluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 600 mm Equilateral triangle |
| 61 | Providing and fixing Cautionary /Warning sign boards inaluminum sheet bonded with white retroreflective sheeting of ClassB (Type IV High intensity micro-prismatic grade sheeting IP )having pressure sensitive /heat activated adhesive retoreflective specified background, border and back side retoreflctive symbols,letters,numerals,arrow as per IRC: 67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no.of M.S.angle iron post of size 65mm X65mm X6mm ,3.45 m long,duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60 cmX 60cmX 75cm including transportation etc;complete.Class B (Type IV High intensity micro-prismatic grade sheeting-HIP )shall have 7years written warranty from the manufacturer and authorised distributor /convertor issued for field performance including the screenprinted areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 600 mm Circular |
| 62 | Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as perIRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs900 X 600 Reactangular |
| 63 | Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as perIRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs600 x450 mm Reactangular |
| 64 | Providing and Fixing of Semi cautionary, mandatory, informatory sign boards as perIRC-67 made of 1.5 mm thick M.S. Sheet duly stove white colour in front and grey colour on back with red reflective border of 65 mm width and required message, letters, figures with reflective tape of engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour Supported and welded on 47 mm x 47 mm of 12 SWG square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x 450x 600 mm, 600 mm below ground level as per approved drawing and Clause 1701.2.2Semi - Reflective Traffic signs600 mm X 600 mm Sqaure |
| 65 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. 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 |
| 66 | Providing and Fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having frame size of 2500*1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60*60*75 cm size . information as provided in drawing of NRRDA shall be displayed on aCR/GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing 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. Rate as per RD and WC Deptt. No. CMGSY - 2007 /CR/145/Yojana-9 dat 4.4.2007 |
| 67 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.5th Kilometre Stone (precast) |
| 68 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.Ordinary Kilometer Stone (Precast) |
| 69 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.200 m stone (precast) |
| 70 | Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. (0.9 Sqm. Board) |
| 71 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a s |
| 72 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 |
| 73 | Providing & fixing Hazard markers boardin rectangular shape of size 0.30x0.90m made out of 16 guage(1.60mm) thickM.S.sheetwithangle frame 25X25X5 mm for pannel,black non reflective opaque back ground and yellow oblique engineering grade reflective bands & back side in gray stove enamal paint etc complete ,including one MS.angle iron post of 50mmx50mmx6mm 1.8 mtr long painted with synthetick enamel paint of black colour including in G.I.fixture etc & fixing the board in 1:2.5:3 (M-15 Grade) concrete block of size 45cm x45cmx60cm .including transportation etc . complete |
| 74 | 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. |
| 75 | Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material ( I.No 11.1(i) ) Ordinary Soil |
| 76 | Earthwork in excavation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with approved material. ( ItemNo 11.1 (I) Ordinary rock (not requiring blasting) |
| 77 | Providing concrete for plain cement concrete M-10 in open foundation complete as per drawings and technical specification clauses 802,803, 1202 1203 ( I No 11.4,I(i) ) |
| 78 | Providing concrete for plain/reinforced concrete in Substructure complete as per drawings and technical specification clause 802, 803, 1202, & 1203P.C.C. grade M15 (Nominal mix (1:2:5:5:) |
| 79 | Providing and laying reinforced cement concrete pipe NP2 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.FOR NP2 (600mm) |
| 80 | 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.FOR NP3 (600mm) |
| 81 | Providing and laying Cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.( 1000 MM DIA ) |
| 82 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 |
| 83 | Filling the trench as per drawing and technical specification clause 305.3.9Rubble soling |
| 84 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8 |
| 85 | TOTAL COST (A) Rs. 16813138.96 |
| 86 | TOTAL COST (B) Rs. 26500272.33 |
