Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Aug 2024
Closing DateCancelled
Tender Amount₹ 45,64,15,594
Costs
EMD
₹ 23,53,000Document Cost
₹ 29,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MMGSY_1063304_3Bid Award Id
ViewTender No
EE/PMGSY/YTL/NIT/128/24-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
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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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 ) for P.D. 95% to 100% UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1779.03
149172
83.85
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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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 ) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
2065.21
537470
260.25
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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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 ) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
227.24
249873
1099.6
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Granular Sub-base with Well Graded Material (Table 400.1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii)) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
439.8
1176025
2674
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Construction of hard Shoulders as per Technical Specification Clause 407.(Item No.3.14) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1509.75
1942746
1286.8
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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 roller 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. (Item No. 4.8 (2) (B)) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
434.41
1262761
2906.85
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Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, , cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, mixed in a batching plant/Weigh batch mixer, transported to site with all lead sand lifts, laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc.complete. (Item No. 6.9 ) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1467.28
6034417
4112.65
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Providing and laying White Topping/short paneled concrete as per IRC-SP 76-2015 Existing bituminous surface preparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) or portland pozzolana cement IS-1489 at 425 kg/cum coarse aggregate, fine aggregate (BSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/slip form paver finisher (preferably with slip form paver finisher) , spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by engineer in charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and HOM of machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) (AS PER JOB MIX)(Item No. 6.8 ) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1674.93
13538399
8082.95
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Providing and fixing in position 25 mm dia anti corrosive MS dowel bars required Dia. 60cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.(Item No. 6.10 ) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
352
81294
230.95
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Providing and fixing in position anticorrosive TMT FE 500, tie bars of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.(Item No. 6.11) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
7875
497306
63.15
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R.C.C.pipe Np2 class 300mm dia. 2m long UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
335
215070
642
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I)) Ordinary Soil UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
135
90484
670.25
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1Soft rock UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
616.11
412952
670.25
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 Hard rock UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
22.43
18797
837.86
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Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
31.41
216570
6894.94
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Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (Item No. 9.2 (II)) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
21.83
73125
3349.75
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Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I)(i)) M-15 UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
165.02
1127437
6832.3
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Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) (iii) / P.No. 52) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
2.1
15992
7615.24
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Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) (iii) / P.No. 52) Cover on drain in 30% length UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1.65
13323
8074.55
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Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202 (Item No. 12.7) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
0.18
14065
78795.52
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Providing & fixing G.I. wire Gabions coated with Zinc+PVC of required size, section including boxes made of mechanically hexagonal shaped double twisted UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
steel woven as per ASTM A975-9 wire mesh 10x12cm. edges mechanically selvedged made of heavily (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire 3.00 mm Ø edge wire 3.9 mm Ø and filled with 20 to 50 kilogram weight trap stones including conveying with all the leads & lifts and placing at required places in required line, level, slope as per drawing, section as directed etc.complete. (Size- 2m X 1m X 1m)
939.6
3363251
3579.45
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Supplying and fixing Reinforced cement concrete M-15 grade 5th KM Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (i)) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
0.8
4086
5107.5
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Supplying and fixing 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 Clause 1703. (I.No. 10.10 (ii) / P.No. 41) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
3
8922
2974
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Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii,iii)) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
14
11677
834.07
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Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11)(By using OPC 43 Grade Cement) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
16.67
14007
840.42
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Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (PMGSY It. No. 5.14 / P.No. ) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
25
16438
657.52
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Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular 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 3 mm 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor(item no 10.16) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
3
28097
9365.67
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Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
11.68
44921
3847.03
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Providing and fixing of typical retro reflective MMGSY / PMGSY Project 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 Three Plates ACP (Aluminum Composite Panel), material specificaitons 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 middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts 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 and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. 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 7 years for 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 Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
3
61397
20465.67
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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 / Circular 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 Circular 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 UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1
18542
18542
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Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
8
2928
366
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Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
24
19728
822
... More
Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete. UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
39.6
171587
4333.01
... More
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(PMGSY SOR IT NO-9.16,PG NO-) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
97.5
214086
2195.75
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) A) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
66.4
62236
937.29
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Above 600 MM- 900 MM DIA UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
13.91
8181
588.14
... More
Providing and laying reinforced 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 masonry works in head walls and parapets. Clause 1106. As per (Item No. 9.3) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
33.6
253672
7549.76
... More
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (ii) (i) / ) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
28.37
187400
6605.07
... More
Providing weepholes in plain 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 Clauses 614, 709, 1204.3.7 (Item No. 12.9 (a) ) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
56
16990
303.39
... More
Providing tar paper bearing of approved quality in proper size etc. complete. (PWD 22-23 Item No. 13.02 (BR ) P.No. 92) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
7.5
743
99.07
... More
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 (Item No. 12.11 ) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
49.97
136271
2726.89
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 50) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
93.28
217065
2326.95
... More
Plain/reinforced cement concrete in substructure complete as per drawings and UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (IV) )
8.1
69260
8550.62
... More
Expansion Joint with 25mm thick bituminous pad (PWD Item No. 14.34 (BR 43B) P.No. 95) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
4.5
4887
1086
... More
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (Item No. 14.10 / P.No. 56 ) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
34.02
89115
2619.49
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Item No. 14.5/ P.No. 56) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
9.9
24577
2482.53
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701(Item 10.7/page 40) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
24
4567
190.29
... More
Supplying fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002, 1010 and 1202 (Item No. 13.3 P.No. 52) UPGRADATION OF MSH 14 TO VITTHALWADI, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
0.91
73812
81134.38
... More
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 ) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
22520
75442
3.35
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2 ) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
9570
151206
15.8
... 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 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 302.3 . (Item No. 3.5(III)) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
9901.17
732191
73.95
... 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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 ) for P.D. 95% to 100% UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3861.46
323783
83.85
... More
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 ) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1503.87
391382
260.25
... 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 ) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
191.64
184884
964.75
... More
Granular Sub-base with Well Graded Material (Table 400.1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii)) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
753.8
1887854
2504.45
... 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 roller 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. (Item No. 4.8 (2) (B)) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
602.16
1623868
2696.75
... More
Construction of hard Shoulders as per Technical Specification Clause 407.(Item No.3.14) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
2112.75
2376843
1125
... More
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, , cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, mixed in a batching plant/Weigh batch mixer, transported to site with all lead sand lifts, laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc.complete.(Item No. 6.9 ) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1655.13
6751535
4079.15
... More
Providing and laying White Topping/short paneled concrete as per IRC-SP 76-2015 Existing bituminous surface preparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) or portland pozzolana cement IS-1489 at 425 kg/cum coarse aggregate, fine aggregate (BSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/slip form paver finisher (preferably with slip form paver finisher) , spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by engineer in charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and HOM of machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) (AS PER JOB MIX)(Item No. 6.8 ) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
2510.43
20212104
8051.25
... More
Providing and fixing in position 25 mm dia anti corrosive MS dowel bars required Dia. 60cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.(Item No. 6.10 ) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
533
121870
228.65
... More
Providing and fixing in position anticorrosive TMT FE 500, tie bars of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.(Item No. 6.11) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
9250
578125
62.5
... More
Providing & Laying of R.C.C.pipe Np2 class 300mm dia. UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
409
262578
642
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I)) Ordinary Soil UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
704.28
472045
670.25
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I)) Soft Rock UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
22.43
18796
837.85
... More
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
53.56
367378
6859.2
... More
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (Item No. 9.2 (II)) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
20.2
64239
3180.15
... More
Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I)(i)) M-15 UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
248.15
1761648
7099.25
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(12.5)(III) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
2.1
16392
7805.75
... More
Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) (iii) ) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1.65
13655
8276.1
... More
Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202 (Item No. 12.7) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
0.18
14064
78795.05
... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
7
16802
2400.35
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
208.71
65388
313.3
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
79.22
30499
385
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
275.91
52505
190.3
... More
Supplying and fixing 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 Clause 1703. (I.No. 10.10 (ii) / P.No. 41) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3
8921
2973.9
... More
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii,iii)) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
16
13344
834.05
... More
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11)(By using OPC 43 Grade Cement) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
344.55
289562
840.4
... More
Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (SSR It. No. RF 6.12a / P.No. 48) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
135.37
89003
657.5
... 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 / Circular 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 3 mm 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor(item no 10.16) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3
28097
9365.75
... More
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
61.69
241885
3921
... More
Providing and fixing of typical retro reflective MMGSY / PMGSY Project 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 Three Plates ACP (Aluminum Composite Panel), material specificaitons 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 middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts 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 and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. 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 7 years for 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 Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
2
40931
20465.75
... 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 / Circular 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 Circular 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 UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
2
37083
18541.95
... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
494
180804
366
... 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 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
52
42744
822
... More
Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete. UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
81
350973
4333
... More
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(PMGSY SOR IT NO-9.16,PG NO-) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
112.5
247021
2195.75
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) A) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
138.34
129666
937.3
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Upto 600 MM DIA UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
18.45
8026
435.05
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Above 600 MM- 900 MM DIA UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
24.6
14467
588.1
... More
Providing and laying reinforced 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 masonry works in head walls and parapets. Clause 1106. As per (Item No. 9.3) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
25.2
190253
7549.75
... More
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (ii) (i) / ) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
28.37
194332
6849.4
... More
Providing weepholes in plain 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 Clauses 614, 709, 1204.3.7 (Item No. 12.9 (a) / P.No. 50) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
116
35194
303.4
... More
Providing tar paper bearing of approved quality in proper size etc. complete. (PWD 22-23 Item No. 13.02 (BR ) P.No. 92) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
7.5
742
99
... More
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 (Item No. 12.11 / P.No.50) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
49.97
127795
2557.3
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 50) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
93.28
201243
2157.35
... More
Providing and laying R.C.C. M-25 in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 13.1 (II) / P.No. 52) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
8.1
70584
8714.15
... More
Expansion Joint with 25mm thick bituminous pad (PWD Item No. 14.34 (BR 43B) P.No. 95) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
4.5
4887
1086
... More
Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5m interval and three rows of 50 mm dia steel pipes ( light ) including fixing in position on bridge deck complete as per drawing and technical specification Clause 1208.2 (Item No. 13.8 / P.No. 53) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
36
75236
2089.9
... More
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (Item No. 14.10 / P.No. 56 ) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
34.02
84308
2478.2
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Item No. 14.5/ P.No. 56) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
9.9
23177
2341.2
... More
Supplying fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002, 1010 and 1202 (Item No. 13.3 P.No. 52) UPGRADATION OF ODR-86 TO RAMGAON, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
0.91
73819
81133.9
... More
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
12400
41540
3.35
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2 ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
8790
138882
15.8
... 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 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 302.3 . (Item No. 3.5(III)) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
9973.67
737552
73.95
... 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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 ) for P.D. 95% to 100% UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
3041.97
255069
83.85
... More
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1381.49
359532
260.25
... 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
129.83
165392
1273.9
... More
Granular Sub-base with Well Graded Material (Table 400.1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii)) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
469.51
1358386
2893.2
... More
Construction of hard Shoulders as per Technical Specification Clause 407.(Item No.3.14) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1779.98
2662761
1495.95
... 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 roller 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. (Item No. 4.8 (2) (B)) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
314.22
998708
3178.4
... More
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, , cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, mixed in a batching plant/Weigh batch mixer, transported to site with all lead sand lifts, laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc.complete. (Item No. 6.9 ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1272.26
5142745
4042.2
... More
Providing and laying White Topping/short paneled concrete as per IRC-SP 76-2015 Existing bituminous surface preparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) or portland pozzolana cement IS-1489 at 425 kg/cum coarse aggregate, fine aggregate (BSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/slip form paver finisher (preferably with slip form paver finisher) , spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by engineer in charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and HOM of machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) (AS PER JOB MIX)(Item No. 6.8 ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1915.6
15356223
8016.4
... More
Providing and fixing in position 25 mm dia anti corrosive MS dowel bars required Dia. 60cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.(Item No. 6.10 ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
464
107160
230.95
... More
Providing and fixing in position anticorrosive TMT FE 500, tie bars of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.(Item No. 6.11) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
4321
272871
63.15
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I)) Ordinary Soil UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1283.59
860327
670.25
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) Soft Rock UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
22.43
18796
837.85
... More
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
112.44
766818
6819.8
... More
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (Item No. 9.2 (II)) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
40.39
144149
3568.95
... More
Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I)(i)) M-15 UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
230.33
1607304
6978.4
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(12.5)(III) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
2.1
16337
7779.65
... More
Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) (iii) ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1.65
13594
8239.15
... More
Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202 (Item No. 12.7) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
0.18
14064
78795.05
... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
6
14402
2400.35
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
131.7
36652
278.3
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
50.7
19519
385
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
131.7
25062
190.3
... More
Providing & fixing G.I. wire Gabions coated with Zinc+PVC of required size, section including boxes made of mechanically hexagonal shaped double twisted steel woven as per ASTM A975-9 wire mesh 10x12cm. edges mechanically selvedged made of heavily (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire 3.00 mm Ø edge wire 3.9 mm Ø and filled with 20 to 50 kilogram weight trap stones including conveying with all the leads & lifts and placing at required places in required line, level, slope as per drawing, section as directed etc.complete. (Size- 2m X 1m X 1m) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
234.9
892302
3798.65
... More
Supplying and fixing Reinforced cement concrete M-15 grade 5th KM Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (i)) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
1
5108
5108.1
... More
Supplying and fixing 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 Clause 1703. (I.No. 10.10 (ii) / P.No. 41) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
3
8921
2973.9
... More
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii,iii)) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
14
11676
834.05
... More
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11)(By using OPC 43 Grade Cement) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
547.91
460460
840.4
... More
Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (PMGSY It. No. 5.14 / P.No. ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
180.37
118594
657.5
... More
Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest (PMGSY It. No. 10.22 2023-24)PMGSY Signage Manual / Circular 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 3 mm 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor.UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
3
28097
9365.75
... More
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
70.42
270900
3847
... More
Providing and fixing of typical retro reflective MMGSY / PMGSY Project 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 Three Plates ACP (Aluminum Composite Panel), material specificaitons 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 middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts 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 and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. 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 7 years for 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 Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
2
40931
20465.75
... More
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-15 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor.(PMGSY It. No. 10.24 2023-24) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
2
37083
18541.95
... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
470
172020
366
... 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 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
48
39456
822
... More
Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete. UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
40.5
175486
4333
... More
Providing & Laying of R.C.C.pipe Np2 class 300mm dia. UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
355
227910
642
... More
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(PMGSY SOR IT NO-9.16,PG NO-) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
82.5
181149
2195.75
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) A) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
39.67
37182
937.3
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Above 600 MM- 900 MM DIA UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
12.3
7233
588.1
... More
Providing and laying reinforced 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 masonry works in head walls and parapets. Clause 1106. As per (Item No. 9.3) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
50.4
380507
7549.75
... More
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (ii) (i) / ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
28.37
192372
6780.35
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I)(i) ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
321.75
2245300
6978.4
... More
Providing weepholes in plain 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 Clauses 614, 709, 1204.3.7 (Item No. 12.9 (a) / P.No. 50) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
116
35194
303.4
... More
Providing tar paper bearing of approved quality in proper size etc. complete. (PWD 22-23 Item No. 13.02 (BR ) P.No. 92) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
7.5
742
99
... More
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 (Item No. 12.11 / P.No.50) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
49.97
147222
2946.05
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 50) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
93.28
237507
2546.1
... More
Providing and laying R.C.C. M-25 in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 13.1 (II) / P.No. 52) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
8.1
70591
8715
... More
Expansion Joint with 25mm thick bituminous pad (PWD Item No. 14.34 (BR 43B) P.No. 95) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
4.5
4887
1086
... More
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (Item No. 14.10 / P.No. 56 ) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
34.02
95329
2802.15
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Item No. 14.5/ P.No. 56) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
9.9
26384
2665.15
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701(Item 10.7/page 40) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
20
3806
190.3
... More
Supplying fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002, 1010 and 1202 (Item No. 13.3 P.No. 52) UPGRADATION OF SH 316 TO PANDHURNA, TALUKA - YAVATMAL , DISTRICT- YAVATMAL
0.91
73810
81133.9
... More
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 ) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
15547.68
52084
3.35
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2 ) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
7110
112338
15.8
... 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 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 302.3 . (Item No. 3.5(III)) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
10112.87
747846
73.95
... 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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 ) for P.D. 95% to 100% UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3539.5
296787
83.85
... More
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 ) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1613.04
419793
260.25
... 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 ) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1817.86
1206783
663.85
... More
Granular Sub-base with Well Graded Material (Table 400.1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii)) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
863.26
1835372
2126.1
... More
Construction of hard Shoulders as per Technical Specification Clause 407.(Item No.3.14) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1767.83
1350504
763.93
... 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 roller 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. (Item No. 4.8 (2) (B)) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
451.71
1006404
2228
... More
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, , cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, mixed in a batching plant/Weigh batch mixer, transported to site with all lead sand lifts, laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc.complete. (Item No. 6.9 ) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1401.03
5225693
3729.9
... More
Providing and laying White Topping/short paneled concrete as per IRC-SP 76-2015 Existing bituminous surface preparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) or portland pozzolana cement IS-1489 at 425 kg/cum coarse aggregate, fine aggregate (BSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/slip form paver finisher (preferably with slip form paver finisher) , spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by engineer in charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and HOM of machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) (AS PER JOB MIX)(Item No. 6.8 ) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1996.69
15417316
7721.45
... More
Providing and fixing in position 25 mm dia anti corrosive MS dowel bars required Dia. 60cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.(Item No. 6.10 ) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
431
99539
230.95
... More
Providing and fixing in position anticorrosive TMT FE 500, tie bars of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.(Item No. 6.11) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
7500
473625
63.15
... More
Providing & Laying of R.C.C.pipe Np2 class 300mm dia. UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
316
202872
642
... More
Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.(Item No.5.20 Page no. 44) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
70
94857
1355.1
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I)) Ordinary Soil UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
901.49
604224
670.25
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I)) Soft Rock UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
22.43
18796
837.85
... More
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
48.72
316032
6486.7
... More
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (Item No. 9.2 (II)) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
48.99
137262
2801.85
... More
Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I)(i)) M-15 UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
280.42
1892118
6747.55
... More
Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (Item No. 12.5 (III) ) M-20 UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3.75
28002
7467.3
... More
Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202 (Item No. 12.7) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
0.18
14064
78795.05
... More
Supplying and fixing 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 Clause 1703. (I.No. 10.10 (ii) / P.No. 41) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3
8921
2973.9
... More
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii,iii)) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
13
10842
834.05
... More
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11)(By using OPC 43 Grade Cement) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
612.53
514773
840.4
... More
Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (PMGSY It. No. 5.14 / P.No. ) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
199.76
131342
657.5
... More
Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest (PMGSY It. No. 10.22 2023-24)PMGSY Signage Manual / Circular 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 3 mm 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3
28097
9365.75
... More
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
75.36
289894
3847
... More
Providing and fixing of typical retro reflective MMGSY / PMGSY Project 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 Three Plates ACP (Aluminum Composite Panel), material specificaitons 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 middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts 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 and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. 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 7 years for 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 Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3
61397
20465.75
... More
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-15 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor.(PMGSY It. No. 10.24 2023-24) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1
18541
18541.95
... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
452
165432
366
... 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 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
40
32880
822
... More
Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete. UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
54
233982
4333
... More
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(PMGSY SOR IT NO-9.16,PG NO-) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
90
197617
2195.75
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) A) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
47.21
44249
937.3
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Upto 600 MM DIA UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
6.15
2675
435.05
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Above 600 MM- 900 MM DIA UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
15.96
9386
588.1
... More
Providing and laying reinforced 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 masonry works in head walls and parapets. Clause 1106. As per (Item No. 9.3) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
67.2
507343
7549.75
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (i)) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
126.5
84786
670.25
... More
Providing & fixing G.I. wire Gabions coated with Zinc+PVC of required size, section including boxes made of mechanically hexagonal shaped double twisted steel woven as per ASTM A975-9 wire mesh 10x12cm. edges mechanically selvedged made of heavily (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire 3.00 mm Ø edge wire 3.9 mm Ø and filled with 20 to 50 kilogram weight trap stones including conveying with all the leads & lifts and placing at required places in required line, level, slope as per drawing, section as directed etc.complete. (Size- 2m X 1m X 1m) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
182.7
553864
3031.55
... More
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (ii) (i) / ) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
28.37
182920
6447.2
... More
Providing weepholes in plain 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 Clauses 614, 709, 1204.3.7 (Item No. 12.9 (a) / P.No. 50) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
56
16990
303.4
... More
Providing tar paper bearing of approved quality in proper size etc. complete. (PWD 22-23 Item No. 13.02 (BR ) P.No. 92) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
7.5
742
99
... More
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 (Item No. 12.11 / P.No.50) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
49.97
108918
2179.55
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 50) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
93.28
226943
2432.85
... More
Providing and laying R.C.C. M-25 in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 13.1 (II) / P.No. 52) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
8.09
68031
8404.8
... More
Expansion Joint with 25mm thick bituminous pad (PWD Item No. 14.34 (BR 43B) P.No. 95) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
4.5
4887
1086
... More
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (Item No. 14.10 / P.No. 56 ) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
34.02
73581
2162.9
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Item No. 14.5/ P.No. 56) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
9.9
20056
2025.9
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701(Item 10.7/page 40) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
24
4567
190.3
... More
Supplying fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002, 1010 and 1202 (Item No. 13.3 P.No. 52) UPGRADATION OF SH-318 TO BARBADA CHAUDHRA, TALUKA - YAVATMAL, DISTRICT- YAVATMAL
0.91
7211
7926.85
... More
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 ) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
43181
144656
3.35
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2 ) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
25950
410010
15.8
... 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 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 302.3 . (Item No. 3.5(III)) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
15463.76
1143545
73.95
... 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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 ) for P.D. 95% to 100% UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
5876.23
492722
83.85
... More
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 ) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3234.41
841755
260.25
... 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 ) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
478.44
326773
683
... More
Granular Sub-base with Well Graded Material (Table 400.1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii)) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
183.65
507260
2762.1
... More
Construction of hard Shoulders as per Technical Specification Clause 407.(Item No.3.14) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
4313.25
3394096
786.9
... 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 roller 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. (Item No. 4.8 (2) (B))UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
137.74
395982
2874.85
... More
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, , cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, mixed in a batching plant/Weigh batch mixer, transported to site with all lead sand lifts, laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc.complete.(Item No. 6.9 ) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3094.68
12948286
4184.05
... More
Providing and laying White Topping/short paneled concrete as per IRC-SP 76-2015 Existing bituminous surface preparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) or portland pozzolana cement IS-1489 at 425 kg/cum coarse aggregate, fine aggregate (BSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/slip form paver finisher (preferably with slip form paver finisher) , spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by engineer in charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and HOM of machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) (AS PER JOB MIX)(Item No. 6.8 ) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
4417.92
36007604
8150.35
... More
Providing and fixing in position 25 mm dia anti corrosive MS dowel bars required Dia. 60cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.(Item No. 6.10 ) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1666
384763
230.95
... More
Providing and fixing in position anticorrosive TMT FE 500, tie bars of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.(Item No. 6.11) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
17750
1120913
63.15
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (i)) Ordinary Soil UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1306
875343
670.25
... More
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
219.56
1476268
6723.76
... More
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (Item No. 9.2 (II)) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
69.92
240374
3437.84
... More
Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I)(i)) M-15 UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
851.67
5876352
6899.8
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I)) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1634
1095189
670.25
... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
10
24004
2400.4
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
302.51
91931
303.89
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
118.18
45499
385
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
302.51
57567
190.3
... More
Supplying and fixing Reinforced cement concrete M-15 grade 5th KM Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (i)) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1
5108
5108
... More
Supplying and fixing 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 Clause 1703. (I.No. 10.10 (ii) / P.No. 41) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
7
20817
2973.86
... More
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii,iii)) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
29
24187
834.03
... More
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11)(By using OPC 43 Grade Cement) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1555.25
1307029
840.4
... More
Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (SSR It. No. RF 6.12a / P.No. 48) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
494.57
321968
651
... 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 / Circular 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 3 mm 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor(item no 10.16) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3
28097
9365.67
... More
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
213.66
837757
3921
... More
Providing and fixing of typical retro reflective MMGSY / PMGSY Project 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 Three Plates ACP (Aluminum Composite Panel), material specificaitons 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 middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts 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 and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. 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 7 years for 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 Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
3
61397
20465.67
... 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 / Circular 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 Circular 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 UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1
18542
18542
... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
1128
412848
366
... 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 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
72
59184
822
... More
Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete. UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
90
389970
4333
... More
Providing & Laying of R.C.C.pipe Np2 class 300mm dia. UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
710
455820
642
... More
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(PMGSY SOR IT NO-9.16,PG NO-) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
270
592853
2195.75
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) A) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
311.14
291631
937.3
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Upto 600 MM DIA UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
22.11
9619
435.05
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Above 600 MM- 900 MM DIA UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
161.79
95149
588.1
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Above 900 MM DIA UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
18.45
18579
1006.99
... More
Providing and laying reinforced 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 masonry works in head walls and parapets. Clause 1106. As per (Item No. 9.3) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
117.6
887851
7549.75
... More
Providing weepholes in plain 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 Clauses 614, 709, 1204.3.7 (Item No. 12.9) UPGRADATION OF MSH-14 TO YELBARA (TR-16), TALUKA - YAVATMAL, DISTRICT- YAVATMAL
60
18205
303.42
... More
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
35443.44
118735
3.35
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2 ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
9210
145518
15.8
... 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 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 302.3 . (Item No. 3.5(III)) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
12478.14
922758
73.95
... 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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 ) for P.D. 95% to 100% UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
8734.7
732404
83.85
... More
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
9546.72
2484535
260.25
... 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
5221.59
5438542
1041.55
... More
Granular Sub-base with Well Graded Material (Table 400.1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii)) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
1916.03
4058052
2117.95
... More
Construction of hard Shoulders as per Technical Specification Clause 407.(Item No.3.14) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
3408.98
4149410
1217.2
... 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 roller 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. (Item No. 4.8 (2) (B)) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
1288.35
3001023
2329.35
... More
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, , cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, mixed in a batching plant/Weigh batch mixer, transported to site with all lead sand lifts, laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc.complete. (Item No. 6.9 ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
2664.74
10009176
3756.15
... More
Providing and laying White Topping/short paneled concrete as per IRC-SP 76-2015 Existing bituminous surface preparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) or portland pozzolana cement IS-1489 at 425 kg/cum coarse aggregate, fine aggregate (BSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/slip form paver finisher (preferably with slip form paver finisher) , spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by engineer in charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and HOM of machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) (AS PER JOB MIX)(Item No. 6.8 ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
3765.08
29165254
7746.25
... More
Providing and fixing in position 25 mm dia anti corrosive MS dowel bars required Dia. 60cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.(Item No. 6.10 ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
823
188178
228.65
... More
Providing and fixing in position anticorrosive TMT FE 500, tie bars of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.(Item No. 6.11) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
7736
483500
62.5
... More
R.C.C.pipe Np2 class 300mm dia. 2m long UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
607
389694
642
... More
R.C.C.pipe Np2 class 800mm dia. 2m long UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
273.89
755385
2758
... More
Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.(Item No.5.20 Page no. 44) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
567.5
772821
1361.8
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I)) Ordinary Soil UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
2858.23
1915727
670.25
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I)) Soft Rock UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
22.43
18796
837.85
... More
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (wovendiagonally) including 10 percent extra for laps and joints laidwith stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item no 14.2 ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
1305
4851272
3717.45
... More
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
258.61
1684753
6514.65
... More
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (Item No. 9.2 (II)) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
64.32
179690
2793.7
... More
Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I)(i)) M-15 UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
707.96
4818523
6806.25
... More
Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (Item No. 12.5 (III) ) M-20 UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
2.1
15713
7482.75
... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
4
9601
2400.35
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
14.08
43144
3063.35
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
55.32
21298
385
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
164.84
31369
190.3
... More
Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202 (Item No. 12.7) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
0.18
14064
78795.05
... More
Supplying and fixing Reinforced cement concrete M-15 grade 5th KM Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (i)) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
1
5108
5108.1
... More
Supplying and fixing 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 Clause 1703. (I.No. 10.10 (ii) / P.No. 41) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
5
14869
2973.9
... More
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii,iii)) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
24
20017
834.05
... More
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11)(By using OPC 43 Grade Cement) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
1030.19
865768
840.4
... More
Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (PMGSY It. No. 5.14 / P.No. ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
333.06
218984
657.5
... More
Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest (PMGSY It. No. 10.22 2023-24)PMGSY Signage Manual / Circular 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 3 mm 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
3
28097
9365.75
... More
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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. UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
120.06
461870
3847
... More
Providing and fixing of typical retro reflective MMGSY / PMGSY Project 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 Three Plates ACP (Aluminum Composite Panel), material specificaitons 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 middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts 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 and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. 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 7 years for 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 Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor. UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
3
61397
20465.75
... More
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-15 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor.(PMGSY It. No. 10.24 2023-24) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
1
18541
18541.95
... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
832
304512
366
... 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 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
76
62472
822
... More
Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete. UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
63
272979
4333
... More
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(PMGSY SOR IT NO-9.16,PG NO-) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
217.5
477575
2195.75
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) A) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
162.06
151898
937.3
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Upto 600 MM DIA UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
24.6
10702
435.05
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Above 600 MM- 900 MM DIA UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
6.15
3616
588.1
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Above 900 MM DIA UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
62.52
62957
1007
... More
Providing and laying reinforced 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 masonry works in head walls and parapets. Clause 1106. As per (Item No. 9.3) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
192.4
1452571
7549.75
... More
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (ii) (i)) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
166.13
1080664
6504.85
... More
Providing weepholes in plain 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 Clauses 614, 709, 1204.3.7 (Item No. 12.9 (a) / P.No. 50) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
56
16990
303.4
... More
Providing tar paper bearing of approved quality in proper size etc. complete. (PWD 22-23 Item No. 13.02 (BR ) P.No. 92) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
7.5
742
99
... More
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 (Item No. 12.11) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
49.97
108481
2170.8
... More
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 (Item No. 12.11) I)Granular Material UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
93.28
165190
1770.85
... More
Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1(II) / P.No. 52) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
8.1
67968
8391.15
... More
Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) (iii) ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
1.65
13122
7953.1
... More
Expansion Joint with 25mm thick bituminous pad (PWD Item No. 14.34 (BR 43B) P.No. 95) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
4.5
4887
1086
... More
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 / P.No. 53) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
30.89
442403
14322
... More
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (Item No. 14.10 / P.No. 56 ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
120.42
259643
2156.15
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Item No. 14.5/ P.No. 56) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
9.9
19989
2019.15
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (Item No. 13.2 ) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
1.85
163430
88341
... More
Granular Sub-base with Well Graded Material (Table 400.1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii) /P.No.19) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
82.13
174292
2122.15
... More
Supplying fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002, 1010 and 1202 (Item No. 13.3 P.No. 52) UPGRADATION OF MSH-06 TO MURZADI-BORGAON ROAD, TALUKA - YAWATMAL , DISTRICT- YAWATMAL
0.91
73811
81133.9
... More
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 )UPGRADATION OF S.H 290 TO WADGAON 9 (ANDH) TO PABHAL (LR-08) ROAD, TALUKA - DARWHA, DISTRICT- YAVATMAL
16182
54210
3.35
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2 )
11790
186282
15.8
... 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 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 302.3 . (Item No. 3.5(III))
11983.36
886169
73.95
... 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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 ) for P.D. 95% to 100%
11384.19
954564
83.85
... More
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 )
3765.31
979922
260.25
... 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 )
901.28
519772
576.7
... More
Granular Sub-base with Well Graded Material (Table 400.1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (i))
1618.78
3885141
2400.05
... More
Construction of hard Shoulders as per Technical Specification Clause 407..(Item No.3.14)
2235.6
1474043
659.35
... 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 roller 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. (Item No. 4.8 (2) (B))
1642.92
4072802
2479
... More
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, , cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, mixed in a batching plant/Weigh batch mixer, transported to site with all lead sand lifts, laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc.complete. (Item No. 6.9 )
1819.02
6850976
3766.3
... More
Providing and laying White Topping/short paneled concrete as per IRC-SP 76-2015 Existing bituminous surface preparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) or portland pozzolana cement IS-1489 at 425 kg/cum coarse aggregate, fine aggregate (BSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/slip form paver finisher (preferably with slip form paver finisher) , spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by engineer in charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and HOM of machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) (AS PER JOB MIX)(Item No. 6.8 )
2538.18
19685616
7755.8
... More
Providing and fixing in position 25 mm dia anti corrosive MS dowel bars required Dia. 60cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.(Item No. 6.10 )
938
369572
394
... More
Providing and fixing in position anticorrosive TMT FE 500, tie bars of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.(Item No. 6.11)
5242
327625
62.5
... More
Providing & Laying of R.C.C.pipe Np2 class 300mm dia.
418
268356
642
... More
Providing & Laying of R.C.C.pipe Np2 class 800mm dia.
545.83
1505408
2758
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I))
188.1
126074
670.25
... More
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement)
25.08
163660
6525.52
... More
Ordinary Soil
510.06
341865
670.25
... More
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement)
21.58
138657
6425.3
... More
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (Item No. 9.2 (II))
47.12
144931
3075.8
... More
Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I)(i)) M-15
163.18
1085089
6649.65
... More
Supplying and fixing 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 Clause 1703. (I.No. 10.10 (ii) / P.No. 41)
3
8921
2973.9
... More
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii,iii))
17
14178
834.05
... More
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11)(By using OPC 43 Grade Cement)
424.87
357063
840.4
... More
Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (SSR It. No. RF 6.12a / P.No. 48)
786
516795
657.5
... More
Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest (PMGSY It. No. 10.22 2023-24)PMGSY Signage Manual / Circular 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 3 mm 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor.
3
28097
9365.75
... More
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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.
96.06
369556
3847
... More
Providing and fixing of typical retro reflective MMGSY / PMGSY Project 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 Three Plates ACP (Aluminum Composite Panel), material specificaitons 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 middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts 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 and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. 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 7 years for 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 Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor.
3
61397
20465.75
... 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 / Circular 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 Circular 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.MMGSY SOR 21-22,SR NO -10.16A- A) Retro Reflective Class-A Sheetin ,PG NO-39
2
37083
18541.95
... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47)
524
191784
366
... 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 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50)
36
29592
822
... More
Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete.
58.5
253480
4333
... More
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(PMGSY SOR IT NO-9.16,PG NO-)
120
263490
2195.75
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) A)
79.05
74093
937.3
... More
Above 600 MM- 900 MM DIA
18.45
10850
588.1
... More
Above 900 MM DIA
6.15
6193
1007
... More
Providing and laying reinforced 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 masonry works in head walls and parapets. Clause 1106. As per (Item No. 9.3)
58.8
443925
7549.75
... More
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 )UPGRADATION OF LALKHED TO VIDUL MORGAVHAN ROAD, TALUKA - DARWHA, DISTRICT- YAVATMAL
19157.18
64176
3.35
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2 )
5145
81291
15.8
... 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 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 302.3 . (Item No. 3.5(III))
7013.64
518658
73.95
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (i))
2278.8
1527365
670.25
... 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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 ) for P.D. 95% to 100%
4208.18
352855
83.85
... More
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 )
2887.83
751558
260.25
... 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 )
4988.05
2876605
576.7
... More
Granular Sub-base with Well Graded Material (Table 400.1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii))
768.33
1970347
2564.45
... More
Construction of hard Shoulders as per Technical Specification Clause 407..(Item No.3.14
1955.26
1289200
659.35
... 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 roller 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. (Item No. 4.8 (2) (B))
859.05
2271978
2644.75
... More
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, , cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, mixed in a batching plant/Weigh batch mixer, transported to site with all lead sand lifts, laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc.complete. (Item No. 6.9 )
1525.98
6021447
3945.95
... More
Providing and laying White Topping/short paneled concrete as per IRC-SP 76-2015 Existing bituminous surface preparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) or portland pozzolana cement IS-1489 at 425 kg/cum coarse aggregate, fine aggregate (BSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/slip form paver finisher (preferably with slip form paver finisher) , spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by engineer in charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and HOM of machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) (AS PER JOB MIX)(Item No. 6.8 )
2115.4
16765582
7925.5
... More
Providing and fixing in position 25 mm dia anti corrosive MS dowel bars required Dia. 60cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.(Item No. 6.10 )
737
290378
394
... More
Providing and fixing in position anticorrosive TMT FE 500, tie bars of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.(Item No. 6.11)
5267
329187
62.5
... More
Providing & Laying of R.C.C.pipe Np2 class 300mm dia.
493
316506
642
... More
Providing & Laying of R.C.C.pipe Np2 class 800mm dia.
548.61
1513069
2758
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I))
66.56
44608
670.25
... More
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement)
29.58
198693
6717.15
... More
Granular Sub-base with Well Graded Material (Table 400.1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii))
464
1189904
2564.45
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I))Ordinary Soil
722.04
483949
670.25
... More
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement)
49.64
339406
6837.35
... More
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (Item No. 9.2 (II))
62.46
202379
3240.15
... More
Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I)(i)) M-15
303.08
2133622
7039.8
... More
Providing weepholes in plain 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 Clauses 614, 709, 1204.3.7 (Item No. 12.9 )
60
18205
303.42
... More
Supplying and fixing 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 Clause 1703. (I.No. 10.10 (ii) / P.No. 41)
3
8921
2973.9
... More
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii,iii))
17
14178
834.05
... More
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11)(By using OPC 43 Grade Cement)
443.95
373098
840.4
... More
Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (PMGSY It. No. 5.14 / P.No. )
790
519425
657.5
... More
Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest (PMGSY It. No. 10.22 2023-24)PMGSY Signage Manual / Circular 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 3 mm 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor.(PMGSY ITEM NO. 10.22 2023-24)
3
28097
9365.75
... More
Providing and fixing of typical retro reflective MMGSY / PMGSY Project 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 Three Plates ACP (Aluminum Composite Panel), material specificaitons 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 middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts 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 and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. 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 7 years for 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 Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor.
3
61397
20465.75
... More
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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.
127.19
489294
3847
... More
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-15 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor.(PMGSY It. No. 10.24 2023-24)
1
18541
18541.95
... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47)
524
191784
366
... 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 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50)
436
358392
822
... More
Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete.
72
311976
4333
... More
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(PMGSY SOR IT NO-9.16,PG NO-)
120
263490
2195.75
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) A)
59.28
55563
937.3
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13)Upto 600 MM DIA
6.15
2675
435.05
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13)Above 600 MM- 900 MM DIA
12.3
7233
588.1
... More
Providing and laying reinforced 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 masonry works in head walls and parapets. Clause 1106. As per (Item No. 9.3)
84
634179
7549.75
... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
3
7201
2400.35
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
5.77
17648
3058.7
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
22.5
8662
385
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
57.7
10980
190.3
... More
Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 )UPGRADATION OF SH-282 LADKHED TO JAMBORA TO DHAWALSAR (MRL-03) ROAD, TALUKA - DARWHA, DISTRICT- YAVATMAL
18385
61590
3.35
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2 )
13500
213300
15.8
... 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 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 302.3 . (Item No. 3.5(III))
16313.22
1206363
73.95
... 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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 ) for P.D. 95% to 100%
8646.01
724968
83.85
... More
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4 )
2204.95
573838
260.25
... 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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 )
271.31
156468
576.7
... More
Granular Sub-base with Well Graded Material (Table 400.1) 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (i))
836.36
2167678
2591.8
... More
Construction of hard Shoulders as per Technical Specification Clause 407..(Item No.3.14)
2733.76
1802505
659.35
... 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 roller 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. (Item No. 4.8 (2) (B))
794
2121839
2672.35
... More
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, , cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, mixed in a batching plant/Weigh batch mixer, transported to site with all lead sand lifts, laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc.complete. (Item No. 6.9 )
1995.63
7934405
3975.9
... More
Providing and laying White Topping/short paneled concrete as per IRC-SP 76-2015 Existing bituminous surface preparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement (OPC 43/OPC 53-Grade) or portland pozzolana cement IS-1489 at 425 kg/cum coarse aggregate, fine aggregate (BSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/slip form paver finisher (preferably with slip form paver finisher) , spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by engineer in charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and HOM of machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) (AS PER JOB MIX)(Item No. 6.8 )
2781.94
22126835
7953.75
... More
Providing and fixing in position 25 mm dia anti corrosive MS dowel bars required Dia. 60cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.(Item No. 6.10 )
1064
419216
394
... More
Providing and fixing in position anticorrosive TMT FE 500, tie bars of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.(Item No. 6.11)
6001
375063
62.5
... More
Providing & Laying of R.C.C.pipe Np2 class 300mm dia.
475
304950
642
... More
Providing & Laying of R.C.C.pipe Np2 class 800mm dia.
625
1723750
2758
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I))
64.13
42980
670.25
... More
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement)
28.5
192348
6749.05
... 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 roller 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. (Item No. 4.8 (2) (B)/ P.No. 23)
11.25
30064
2672.36
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 Ordinary Soil
1251.96
839128
670.25
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 Soft Rock
178.84
149842
837.85
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 Hard Rock
95.12
122776
1290.8
... More
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement)
19.66
135050
6869.28
... More
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (Item No. 9.2 (II))
37.4
122207
3267.57
... More
Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I)(i)) M-15
308.52
2180644
7068.05
... More
Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (Item No. 12.5 (III) ) M-20
4.2
32869
7825.95
... More
Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) (iii) )
3.3
26950
8166.67
... More
Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202 (Item No. 12.7)
0.36
28130
78795.52
... More
Supplying and fixing 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 Clause 1703. (I.No. 10.10 (ii) / P.No. 41)
4
11896
2974
... More
Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii,iii))
19
15847
834.05
... More
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11)(By using OPC 43 Grade Cement)
191.8
161189
840.4
... More
Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (PMGSY It. No. 5.14 / P.No. )
900
591750
657.5
... 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 / Circular 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 3 mm 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-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 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 67-2022. 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 7 years for 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 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor(item no 10.16)
3
28097
9365.67
... More
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mm made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, 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 65 mm X 65 mm X 6 mm, 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 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed 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.
59.76
229914
3847
... More
Providing and fixing of typical retro reflective MMGSY / PMGSY Project 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 Three Plates ACP (Aluminum Composite Panel), material specificaitons 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 middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts 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 and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 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 67-2022. 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 7 years for 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 Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 7 years for the Retro reflective sheeting for Class-B respectively, from original manufacturer shall be submitted by contractor.
3
61397
20465.67
... 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 / Circular 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 Circular 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
2
37084
18542
... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47)
552
202032
366
... 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 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50)
332
272904
822
... More
Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete.
58.5
253481
4333.01
... More
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(PMGSY SOR IT NO-9.16,PG NO-)
135
296426
2195.75
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) A)
160.96
150868
937.3
... More
Above 600 MM- 900 MM DIA
71.16
41850
588.11
... More
Above 900 MM DIA
31.92
32143
1006.99
... More
Providing and laying reinforced 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 masonry works in head walls and parapets. Clause 1106. As per (Item No. 9.3)
58.8
443926
7549.76
... More
Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (ii) (i) / )
89.74
612923
6829.85
... More
Supplying fitting, and placing TMT bar reinforcement (Fe 415) in Foundation complete as per drawing and technical spcifications Clauses 1002, 1005, 1010 and 1202 (Item No. 11.7 )
1.74
137519
79058.84
... More
Providing and laying plain in situ / ready mix M-25 cement concrete of trap/ granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer (PWD 2022-23 SOR Item No. 17.29 Page No. 130) )
119.72
1025300
8564.3
... More
Providing ,cutting, bending, hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.(PWD SSR 22-23,14.01,BR-35A,PG NO-93)
3.37
302835
89843
... More
Providing weepholes in plain 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 Clauses 614, 709, 1204.3.7 (Item No. 12.9 (a) / P.No. 50)
173
52488
303.4
... More
Providing and laying in situ / ready mixM-25 plain cement concrete of trap/granite/quartzite/ gneissmetal for cast in citu piers, abutment, returns, wings etc.includingprovisionof "V" shaped false joints to formsuitablepanelson the faces to approve design with compacting by vibrating and curing complete, including plywood/steel formwork centering (excludingdewateringbymeans of pump) and
includingbaillingoutwaterandcuringfinishinginCM1:3etc.complete. asdirectedby engineer incharge basicrateshallbe increasedforheight above5.00minfollowinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. (PWD 2022-23 SOR Item No. 17.40/ P.No. 133)
353.12
3158369
8944.3
... More
Filling annular space around footing in rock as per Technical Specification Clause No. 1203.4.3. (Item No. 11.3 / P.No. 46)
13.5
92979
6888.22
... More
Plain/reinforced cement concrete RCC M25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (IV))
9.72
79803
8213.7
... More
Providing tar paper bearing of approved quality in proper size etc. complete. (PWD 22-23 Item No. 13.02 (BR ) P.No. 92)
33.52
3319
99.01
... More
Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 (Item No. 12.11 / P.No.50)
190.88
504810
2644.7
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 50)
892.83
2004169
2244.75
... More
Providing ,cutting, bending, hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.
7.33
652321
88953.34
... More
Expansion Joint with 25mm thick bituminous pad (PWD Item No. 14.34 (BR 43B) P.No. 95)
29.07
31784
1093.49
... More
plain / reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(Item no.12.5 (iv)) M-25
106.35
873541
8213.65
... More
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 / P.No. 53)
25.6
375191
14654.46
... More
Providing and laying 0.90 meter thick metal mat consisting of rubble,over size metal and normal size metal in specified thickness as per detailed drawing including supplying all materials,hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. (Item No. 14.88 / P.No. 101)
194.21
692744
3567.05
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(Item No. 13.1 (II))
16.2
141934
8761.36
... More
Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5m interval and three rows of 50 mm dia steel pipes ( light ) including fixing in position on bridge deck complete as per drawing and technical specification Clause 1208.2 (Item No. 13.8 / P.No. 53)
71.41
149245
2089.9
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Item No. 14.5/ P.No. 56)-(I)
32.4
78215
2414.04
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701(Item 10.7/page 40)
133.69
25442
190.3
... 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(Item No.10.5 /P.No.)
589.8
107284
181.9
... More
Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11 / P.No. 41)(By using OPC 43 Grade Cement)
100
84040
840.4
... More
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (Item No. 14.10 / P.No. 56 )
68.04
173573
2551.04
... More
Supplying fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002, 1010 and 1202 (Item No. 13.3 P.No. 52)
1.82
147623
81133.83
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