Maharashtra Rural Road Development Agency Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Maharashtra Rural Road Development Agency - MRRDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Apr 2023
Closing Date12 May 2023
Tender Amount₹ 12,30,21,839
Costs
EMD
₹ 6,78,000Document Cost
₹ 29,500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_MRRDA_897951_1Bid Award Id
ViewTender No
MMGSY/ADB/2023-2024Tender Authority
Maharashtra Rural Road Development Agency ViewPurchaser Address
-Website
http://mahatenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
1. SH-05 Ghogalpada to Mograni Navali Kholvihir Pimple Nimdarda Taluka Navapur
BOQ Items
... More
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 all lift and lead, trimming bottom and side slopes in accordance with requirements of lines, grades and croun-sections as per Technical Specification MORD 2014 Clause 302.3.5
5217.05
-
-
... More
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 croun-sections, loading and disposal of cut rock with all lift and leads as per Technical Specification MORD 2014 Clause 302.3.5
657.36
-
-
... More
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 Mord 2014 Clause 301.5
22032.79
-
-
... More
Construction of embankment with approved material obtained from borrow pits with all lift and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Mord 2014 Clause 301.5
9013.09
-
-
... More
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means and disposal of scarified material with a lift upto 3 m and lead upto 1000 m transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 & 301.4
48228.75
-
-
... More
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 lead of 1000 m as per Technical Specification MORd 2014 Clause 202. Rubble Stone Masonry in Cement Mortar
336.76
-
-
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification MORD 2014 Clause 202. Above 600 mm to 900 mm dia Hume pipe
253.76
-
-
... More
2)Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work : -
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 With well graded Material for For Grading II Material
668.81
-
-
... More
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 2 as per Technical Specification Clause 405. B .By Mechanical Means
3342.91
-
-
... More
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 MORD 2014Clause 303.1.
7572.31
-
-
... More
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
14231.25
-
-
... More
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 MORD 2014 Clause 503.
63076.08
-
-
... More
MPM - 50 mm thick with Bitumen (S 65) 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. (A) 50 mm thick Bitumen (S-65) 60/70 - VG-30
63076.08
-
-
... More
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 as per Technical Specification MORD 2014 Clause 506. For -Case - II By Mechanical MeansBitumen (S-65) VG-30
63076.08
-
-
... More
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 MORD 2014 Clause 508 Case - I : Type A Bitumen (S-65) VG-30 by Mechanical Means
63076.08
-
-
... More
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 construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 As Directed by Engineer incharge
624.15
-
-
... More
3)Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works : -Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lift and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
584.53
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lift and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth
309.39
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lift and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock
371.88
-
-
... More
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For abutment for Normal Dewatering
614.93
-
-
... More
Providing concrete for plain / reinforced concrete in open foundations complete as per drawing sand technical specifications Clause802,803, 1202 & 1203-P.C.C M-10 As Directed by Engineer incharge
272.92
-
-
... More
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 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
25.2
-
-
... More
Providing and laying reinforced cement concrete pipe NP2 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. C. 600 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
450
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - P.C.C grade M 15 Nominal mix (1:2.5:5) As Directed by Engineer incharge
1628.12
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - R.C.C grade M 20 As Directed by Engineer incharge
79.68
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1205.4 and 1205.5 R.C.C grade M 25 As Directed by Engineer incharge
105.04
-
-
... More
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 As Directed by Engineer incharge
22.74
-
-
... More
Providing Tar paper bearing of approved quality in proper size etc. complete As per Technical Specification MORD 2014 Cluase No. 1402.
63
-
-
... More
Providing weepholes in brick masonry / stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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 MORD 2014 Clauses 614, 709, 1204.3.7 A.C. pipe 100 mm Dia
178.28
-
-
... More
Expansion joint with 25 mm thick bitumenous pad As directed by Engineer in charge
67.97
-
-
... More
Providing 0.90 meter thick metal mat of rubble oversize metal and Normal size metal for specified thickness a per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. complete. Spec. No.: As directed by Engineer in charge
511
-
-
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical Specification clause 1701
8.75
-
-
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
24.42
-
-
... More
4)Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture : -Kilometre Stone Reinforced cement concrete M15 grade 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 MORD 2014 Clause 1703 5th Kilometre Stone (precast)
3
-
-
... More
Reinforced cement concrete M15 grade 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 MORD 2014 Clause 1703 Ordinary Kilometer Stone (Precast)
17
-
-
... More
Reinforced cement concrete M15 grade 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 MORD 2014 Clause 1703 200 m stone (precast)
66
-
-
... More
Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and washing complete Spec. No.: MORTH 807
584
-
-
... More
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.A) Retro Reflective Class-A Sheeting
1
-
-
... More
Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. B) Retro Reflective sheeting Class-B
3
-
-
... More
Direction and Place identification signs with size more than 0.9 sqm size board (Village name board) 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.
7
-
-
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary 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 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both 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. ii) 600 mm equilateral triangular
50
-
-
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary 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 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both 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. v) 600 x 450 mm Rectangular
12
-
-
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary 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 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both 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.
vi) 900 x 600 mm Square
8
-
-
... More
Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete.
50
-
-
... More
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.
836
-
-
... More
Providing & fixing Hazard markers board in rectangular shape of size 0.30x0.90m made out of 16 guage (1.60mm) thick M.S.sheet with angle 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
40
-
-
... More
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 15 cm 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
68
-
-
... More
MMGSY / PMGSY Maintenance Information Board- Providing and fixing of typical MMGSY / PMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. A) Retro Reflective Class-A Sheeting
1
-
-
... More
Providing and Fixing Rubber moulded speed breakers at junctions, accute curve for restricting vehicular speed of size 500 x 350 x 50 mm. (For supplying and Fixing) As directed by Engineer incharge
45
-
-
... More
B) Improvement & 5 Year Maintenance of Road From- Pangran to Vavdipada, Chinchpada (TR-11) Taluka : Navapur, District : Nandurbar from CH Km 0/000 to CH Km 8/915
1) Site Clearance, Dismantiling and Earth Work:-
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 earlier and 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 Mord 2014 Clause 201.(A) In area of Non - thorny jungle
1.07
-
-
... More
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 earlier and 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 Mord 2014 Clause 201. (B) In area of thorny jungle
2.84
-
-
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and croun-sections, and transporting to the embankment location with all lift and lead as per Technical Specification MORD 2014 Clause 302.3
12495.58
-
-
... More
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 all lift and lead, trimming bottom and side slopes in accordance with requirements of lines, grades and croun-sections as per Technical Specification MORD 2014 Clause 302.3.5
2812.88
-
-
... More
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 croun-sections, loading and disposal of cut rock with all lift and leads as per Technical Specification MORD 2014 Clause 302.3.5
270.51
-
-
... More
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 Mord 2014 Clause 301.5
12387.41
-
-
... More
Construction of embankment with approved material obtained from borrow pits with all lift and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Mord 2014 Clause 301.5
2256.33
-
-
... More
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means and disposal of scarified material with a lift upto 3 m and lead upto 1000 m transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 & 301.4
17535
-
-
... More
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 lead of 1000 m as per Technical Specification MORd 2014 Clause 202. Rubble Stone Masonry in Cement Mortar
406
-
-
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification MORD 2014 Clause 202. Above 600 mm to 900 mm dia Hume pipe
215.73
-
-
... More
2)Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work : -
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 With well graded Material for Grading II Material
525.76
-
-
... More
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 2 as per Technical Specification Clause 405. B .By Mechanical Means
2674.73
-
-
... More
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 MORD 2014Clause 303.1.
3760.13
-
-
... More
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
2460
-
-
... More
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 MORD 2014 Clause 503.
29095.99
-
-
... More
MPM - 50 mm thick with Bitumen (S 65) 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. (A) 50 mm thick Bitumen (S-65) 60/70 - VG-30
29095.99
-
-
... More
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 as per Technical Specification MORD 2014 Clause 506. For -Case - II By Mechanical MeansBitumen (S-65) VG-30
29095.99
-
-
... More
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 MORD 2014 Clause 508 Case - I : Type A Bitumen (S-65) VG-30 by Mechanical Means
29095.99
-
-
... More
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 construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
175.2
-
-
... More
3)Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works : Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lift and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
566.13
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lift and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) Upto 3 m depth
444.62
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lift and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock
284.38
-
-
... More
Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For abutment for Normal Dewatering
445.66
-
-
... More
Providing concrete for plain / reinforced concrete in open foundations complete as per drawing sand technical specifications Clause802,803, 1202 & 1203-P.C.C M-10
96.24
-
-
... More
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 mm NP3 Class As per Technical Specification MORD 2014 Cluase No. 1100
75
-
-
... More
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. C. 600 mm NP2 Class As per Technical Specification MORD 2014 Cluase No. 1100
112.5
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - P.C.C grade M 15 Nominal mix (1:2.5:5)
722.21
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - P.C.C grade M 20 Nominal mix (1:2:4)
584.84
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - R.C.C grade M 20
17.64
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1205.4 and 1205.5 R.C.C grade M 25
141.05
-
-
... More
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2
17.33
-
-
... More
Providing Tar paper bearing of approved quality in proper size etc. complete As per Technical Specification MORD 2014 Cluase No. 1402.
35.79
-
-
... More
Providing weepholes in brick masonry / stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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 MORD 2014 Clauses 614, 709, 1204.3.7 A.C. pipe 100 mm Dia
169.37
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification MORD 3014 Clause 1204.3.8 with Granular material
238.22
-
-
... More
Expansion joint with 25 mm thick bitumenous pad (Rate as per PWD Nagpur CSR for 2015-16)
48.48
-
-
... More
Providing and laying of dry rubble flooring complete as per drawing and Technical specification Clause 1303.3
45.08
-
-
... More
Providing 0.90 meter thick metal mat of rubble oversize metal and Normal size metal for specified thickness a per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. complete. Spec. No.: As directed by Engineer in charge
199.5
-
-
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and technical Specification clause 1701
34.56
-
-
... More
Printing new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
116
-
-
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
17.2
-
-
... More
Pipe Railing: Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) 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
30.6
-
-
... More
Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4 mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends to be securely tied (Excluding transportation) etc. complete. ( In Dry condition and for under water installation extra cost to be considered)
375
-
-
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clausev1302
102.27
-
-
... More
4)Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture : Reinforced cement concrete M15 grade 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 MORD 2014 Clause 1703 5th Kilometre Stone (precast)
2
-
-
... More
Reinforced cement concrete M15 grade 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 MORD 2014 Clause 1703 Ordinary Kilometer Stone (Precast)
9
-
-
... More
Reinforced cement concrete M15 grade 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 MORD 2014 Clause 1703 200 m stone (precast)
36
-
-
... More
Providing and fixing trap /granite/ quartzite/ gneiss/ guard stone/ indicator stones/ boundry stones of standard size & shape including fixing In ground and washing complete Spec. No.: MORTH 807
311
-
-
... More
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.A) Retro Reflective Class-A Sheeting
1
-
-
... More
Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. B) Retro Reflective sheeting Class-B
2
-
-
... More
Direction and Place identification signs with size more than 0.9 sqm size board (Village name board) 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.
4
-
-
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary 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 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both 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. ii) 600 mm equilateral triangular
34
-
-
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary 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 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both 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. v) 600 x 450 mm Rectangular
18
-
-
... More
Providing and Fixing of Retro Reflectorised 900mm Cautionary 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 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both 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.
vi) 900 x 600 mm Square
4
-
-
... More
MMGSY / PMGSY Maintenance Information Board- Providing and fixing of typical MMGSY / PMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. A) Retro Reflective Class-A Sheeting
1
-
-
... More
Providing & fixing Hazard markers board in rectangular shape of size 0.30x0.90m made out of 16 guage (1.60mm) thick M.S.sheet with angle 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
40
-
-
... More
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 15 cm 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
64
-
-
... More
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.
445.8
-
-
... More
Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete.
50
-
-
... More
Providing and Fixing Rubber moulded speed breakers at junctions, accute curve for restricting vehicular speed of size 500 x 350 x 50 mm. (For supplying and Fixing) As directed by Engineer incharge
18
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements