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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-09-2024 | Corrigendum | Other | 30-09-2024 |
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 3 | 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 NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2as per technical Specification Clause 301.5 NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 6 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 8 | Construction of Earthen Shoulders as per Technical Specification Clause 407. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 9 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 10 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/Weight batch mixer, transported to site with all leads and lifts, laid with a paver with electrinic 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. completeNAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 11 | Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface praparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolana Cenent IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weight batcher as per approved mix design to achieve minimum flexural strenth 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 (preferaby with slip form paver finisher), spread, vibrated, compacted and finished surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1 m x 1 m or as direcred by Engineer in charge to a depath 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 machineries etc. complete as per specification (Excluding Dowel Bars and Tie Bars) NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 12 | Providing and fixing in position 25 mm dia. Anti corrosive MS dowel bars of requied Dia. 60 cms. 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. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 13 | 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, supoorted by assembly of TMT Fe-500, chairs with proper alignment etc. complete. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 14 | Reinforced cement concrete M-15 grade Ordinary Kilometer 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. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 15 | 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. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 16 | Reinforced cement concrete M-15 grade Boundary Pillar 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. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 17 | Providing & Constructing CC M-15 TBM Stone including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 18 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 19 | Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of TwoPlates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plateswill be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 20 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier.800mm x 600mm Rectangular NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 21 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier.600mm Equilateral & Triangle NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 22 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier.600mm Circular NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 23 | PMGSY Citizen\" s information Board- Providing and fixing of typicalPMGSY Retro Reflective information board as peras 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 & bottomduly rivetted with MSangles of 35 x 35x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 24 | Sign Board of PMGSY Project Information :Providing and fixing of typical retro reflective 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 ThreePlates 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 twonos. 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 toplevel 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, thickness12SWG 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. 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 Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 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. (Item No. 10.21 (A) / P.No. 42) NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 25 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 26 | 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 un NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 27 | 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. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 28 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bo NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 29 | Providing rubble filling in foundation trenching as per drawing & Technical SpecificationClause 305.3.9. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 30 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 31 | Providing concrete for plain cement concrete M-15in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 32 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 33 | Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 34 | 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. [1000mm Ø ISNP NP 3]SINGLE ROW 1000MM Ø C.D. WORK NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 35 | 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. (SSR PWD IT NO-11.09,PG NO-81) NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 36 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(SSR PWD IT NO-11.10,PG NO-81) NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 37 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 38 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\"\"NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 39 | 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. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 40 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 41 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 42 | Reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 43 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202 NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 44 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawin NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 45 | 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 un NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 46 | Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfillingI. ORDINARY SOIL NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 47 | Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfillingII. ORDINARY ROCK (NOT REQUIRED BLASTING) NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 48 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required b A1] For Abutment NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 49 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required b A2] For Return NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 50 | Providing and laying reinforced cement concrete M-20 in superstructureas per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) iii/ P.No. 51) NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 51 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 i) For Slab NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 52 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5ii) For Kerb and Balast Wall NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 53 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcementcomplete as per drawing and technical specifications Clauses 800 and 1206.3 NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 54 | Supplying, fitting, and placing TMT bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 55 | Providing Tar paper bearing of approved quality in proper size etc. complete. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 56 | Expansion joint with 25 mm thich bitumenous pad. NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 57 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal andnormal size metal in specified thickness as per detailed drawing including supplying allmaterials, hand packing of rubble, spreading metal in layers and hard murum i NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 58 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing an NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 59 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 60 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 61 | 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 NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 62 | Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade complete NAME OF WORK - : UPGRADATION TO MDR-15 (MUBARAKPUR) To RAUT SAWANGI ROAD (LR-06)IN TALUKA BABULGAON DISTT. YAVATMAL km 0/00 to 3/040 |
| 63 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 64 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 65 | 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 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 66 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 67 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 68 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 69 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 70 | Construction of Shoulders as per Technical Specification Clause 407. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 71 | Providing and laying PVC Pipe 110mm Ø for Weep Hole Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 72 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/Weight batch mixer, transported to site with all leads and lifts, laid with a paver with electrinic 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 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 73 | Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface praparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolana Cenent IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weight batcher as per approved mix design to achieve minimum flexural strenth 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 (preferaby with slip form paver finisher), spread, vibrated, compacted and finished surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1 m x 1 m or as direcred by Engineer in charge to a depath 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 machineries etc. complete as per specification (Excluding Dowel Bars and Tie Bars) Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 74 | Providing and fixing in position 25 mm dia. Anti corrosive MS dowel bars of requied Dia. 60 cms. 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.Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 75 | 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, supoorted by assembly of TMT Fe-500, chairs with proper alignment etc. complete.Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 76 | 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) 5th Kilometre Stone (precast)Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 77 | 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 1703ii) Ordinary Kilometer Stone (Precast) Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 78 | 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 iii)200 m stone (precast) Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 79 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 80 | Providing & Constructing CC M-15 TBM Stone including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 81 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 82 | 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) Cationary board Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 83 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1(Item No. 10.16) Village NameBoard Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 84 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 85 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mmmade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 86 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600mm diamade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 87 | Providing and fixing Cautionary/Warning sign boards in Octagone size of 900mmmade out of 4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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 andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 88 | MMGSY Citizen\" s information Board- Providing and fixing of typical MMGSY Retro Reflective information board as peras 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 & bottomduly rivetted with MSangles of 35 x 35x 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 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 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. |
| 89 | Sign Board of MMGSY Project Information :Providing and fixing of typical retro reflective MMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest MMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of ThreePlates 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 twonos. 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 toplevel 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, thickness12SWG 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 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 Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 90 | 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. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 91 | 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 16000Kilogramtested 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 Kilogram. 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. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 92 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 93 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 94 | Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete.Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 95 | Providing concrete for plain concrete M-10 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 96 | Plain cement concrete M-15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 97 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 98 | Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 99 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 100 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 101 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 102 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 103 | Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 600mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete.UTILITY/ FILED DRAIN600 MM DIA Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 104 | Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 800 mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete.UTILITY/ FILED DRAIN 800 MM NP2 Pipe for approaches of field Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 105 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 106 | 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 1000 m as per Technical Specification Clause 202. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 107 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 108 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 109 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 110 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 111 | Providing concrete for plain concrete M-10 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 112 | Providing concrete for plain concrete M-15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 113 | Providing reinforced cement concrete M-25 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 114 | Providing reinforced cement concrete M-25 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA |
| 115 | Supplying fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical spcifications Clauses 1000 & 1202 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 116 | Providing and layingP.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 117 | Providing and layingR.C.C. M-25 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 118 | Providing and layingR.C.C. M-25 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 119 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 120 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 121 | Providing pressure relief pipes 100 mm dia. in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 122 | 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 wallto the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 123 | Providing and laying 0.90meter thick metal mat consisting of rubble, oversize 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. Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 124 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 125 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 126 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 127 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 128 | Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 Name of Work - : UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 129 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 130 | Supplying fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002,1010 and 1202UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 131 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist postsdesignation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steelpipes (light) including fixing in position on bridge deck complete as per drawing andtechnical specifications Clause 1208.2UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 132 | 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 1701UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 133 | Providing tar paper bearing including laying in proper position etc. complete.UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 134 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 135 | Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade completeUPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 136 | Providing and layingR.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 137 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 138 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 139 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5UPGREDETION/IMPROVEMENT SH-300 (KHARDA) To SALFALI TO YERANGAON ROAD (ODR-63) (MRL-03) IN TALUKA BABULGAON DISTT. YAVATMAL |
| 140 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 141 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 142 | 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. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 143 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 144 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 145 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 146 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 147 | Construction of Shoulders as per Technical Specification Clause 407. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 148 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 300mm Ø pipe, At 200m Interval. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 149 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/Weight batch mixer, transported to site with all leads and lifts, laid with a paver with electrinic 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. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 150 | Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface praparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolana Cenent IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weight batcher as per approved mix design to achieve minimum flexural strenth 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 (preferaby with slip form paver finisher), spread, vibrated, compacted and finished surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1 m x 1 m or as direcred by Engineer in charge to a depath 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 machineries etc. complete as per specification (Excluding Dowel Bars and Tie Bars) 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 151 | Providing and fixing in position 25 mm dia. Anti corrosive MS dowel bars of requied Dia. 60 cms. 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. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 152 | 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, supoorted by assembly of TMT Fe-500, chairs with proper alignment etc. complete. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 153 | 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. ii) Ordinary Kilometer Stone (Precast). 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 154 | Reinforced cement concrete M15 grade 200m 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. iii)200 m stone (precast). 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 155 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 156 | Providing & Constructing CC M-15 TBM Stone including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 157 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 158 | 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). 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 159 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1(Item No. 10.16) Logo of MMGSY Project. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 160 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. iv) 800mm x 600mm Rectangular. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 161 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mmmade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. ii) 600mm Equilateral & Triangle. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 162 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600mm diamade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. iii) 600mm Circular. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 163 | Providing and fixing Cautionary/Warning sign boards in Octagone size of 900mmmade out of 4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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 andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. iv) 900mm Sides Octagon. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 164 | MMGSY Citizen\" s information Board- Providing and fixing of typical MMGSY Retro Reflective information board as peras 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 & bottomduly rivetted with MSangles of 35 x 35x 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 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 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. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 165 | Sign Board of MMGSY Project Information :Providing and fixing of typical retro reflective MMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest MMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of ThreePlates 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 twonos. 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 toplevel 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, thickness12SWG 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 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 Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform.The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 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. (Item No. 10.21 (A) / P.No. 42)3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 166 | 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. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 167 | 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 16000Kilogramtested 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 Kilogram. 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. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 168 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W \"metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\" 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 169 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 170 | Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 171 | Providing concrete for plain concrete M-10 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 172 | Plain cement concrete M-15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 173 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 174 | Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 175 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 176 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 177 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm dia.3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 178 | Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 600mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete. UTILITY/ FILED DRAIN 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 179 | Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 800mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete. Pipe for approaches of field.800mm dia. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 180 | 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 1000 m as per Technical Specification Clause 202. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 181 | 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) C) Above 900mm Ø Hume Pipe. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 182 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 183 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. II) Ordinary rock (not requiring blasting). 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 184 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary). 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 185 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary). 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 186 | Providing concrete for plain concrete M-15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 187 | Providing and layingP.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 188 | Providing and layingR.C.C. M-25 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 189 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 190 | 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 wallto the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 191 | Providing and laying 0.90meter thick metal mat consisting of rubble, oversize 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. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 192 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 193 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.For Slab. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 194 | Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.For Wearing Course3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 195 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist postsdesignation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steelpipes (light) including fixing in position on bridge deck complete as per drawing andtechnical specifications Clause 1208.2. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 196 | 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. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 197 | Providing tar paper bearing including laying in proper position etc. complete. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 198 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 199 | Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade complete. 3) Upgradation of MDR-18 to Pimpalkhuti road Tq. Kalamb |
| 200 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 201 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 202 | 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. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 203 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 204 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2as per technical Specification Clause 301.5. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 205 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 206 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 207 | Construction of Earthen Shoulders as per Technical Specification Clause 407. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 208 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 209 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/Weight batch mixer, transported to site with all leads and lifts, laid with a paver with electrinic 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. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 210 | Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface praparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolana Cenent IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weight batcher as per approved mix design to achieve minimum flexural strenth 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 (preferaby with slip form paver finisher), spread, vibrated, compacted and finished surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1 m x 1 m or as direcred by Engineer in charge to a depath 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 machineries etc. complete as per specification (Excluding Dowel Bars and Tie Bars). 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 211 | Providing and fixing in position 25 mm dia. Anti corrosive MS dowel bars of requied Dia. 60 cms. 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. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 212 | 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, supoorted by assembly of TMT Fe-500, chairs with proper alignment etc. complete. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 213 | Reinforced cement concrete M-15 grade Ordinary Kilometer 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. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 214 | 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. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 215 | 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. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 216 | Reinforced cement concrete M-15 grade Boundary Pillar 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. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 217 | Providing & Constructing CC M-15 TBM Stone including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 218 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 219 | Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of TwoPlates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plateswill be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 220 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. Village NameBoard 800 x 600mm 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 221 | Sign Board of PMGSY Project Information :Providing and fixing of typical retro reflective 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 ThreePlates 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 twonos. 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 toplevel 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, thickness12SWG 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. 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 Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 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. (Item No. 10.21 (A) / P.No. 42)4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 222 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 223 | 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 1000 m as per Technical Specification Clause 202. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 224 | 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) C) Above 900mm Ø Hume Pipe. Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 225 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary Soil 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 226 | Providing rubble filling in foundation trenching as per drawing & Technical SpecificationClause 305.3.9. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 227 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 228 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 229 | Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 230 | 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.[1000mm Ø ISNP NP 3] 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 231 | Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 800mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete. Pipe for approaches of field.800mm dia. Pipe for approaches of field 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 232 | 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. (SSR PWD IT NO-11.09,PG NO-81).4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 233 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mmmade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. i) 600 mm equilateral triangle4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 234 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mmmade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. iii) 600 mm Circular4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 235 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mmmade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. vii) 900 mm side octagon4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 236 | MMGSY Citizen\" s information Board- Providing and fixing of typical MMGSY Retro Reflective information board as peras 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 & bottomduly rivetted with MSangles of 35 x 35x 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 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 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. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 237 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 238 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\"\"4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 239 | 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. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 240 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 241 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 242 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 243 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 244 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 245 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 246 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 247 | Providing and laying reinforced cement concrete M-20 in superstructureas per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) iii/ P.No. 51). 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 248 | Supplying, fitting, and placing TMT bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 249 | 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 wallto the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8. 4) Upgradation of MDR-17(Sonegaon) to Wandali Mangrul road Tq. Kalamb |
| 250 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 251 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 252 | 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. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 253 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 254 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2as per technical Specification Clause 301.5. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 255 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 256 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 257 | Construction of Earthen Shoulders as per Technical Specification Clause 407. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 258 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 259 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/Weight batch mixer, transported to site with all leads and lifts, laid with a paver with electrinic 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. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 260 | Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface praparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolana Cenent IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weight batcher as per approved mix design to achieve minimum flexural strenth 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 (preferaby with slip form paver finisher), spread, vibrated, compacted and finished surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1 m x 1 m or as direcred by Engineer in charge to a depath 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 machineries etc. complete as per specification (Excluding Dowel Bars and Tie Bars) 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 261 | Providing and fixing in position 25 mm dia. Anti corrosive MS dowel bars of requied Dia. 60 cms. 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. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 262 | 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, supoorted by assembly of TMT Fe-500, chairs with proper alignment etc. complete. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 263 | Reinforced cement concrete M-15 grade Ordinary Kilometer 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. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 264 | 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. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 265 | 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. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 266 | Reinforced cement concrete M-15 grade Boundary Pillar 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. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 267 | Providing & Constructing CC M-15 TBM Stone including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 268 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 269 | Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of TwoPlates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plateswill be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 270 | Sign Board of PMGSY Project Information :Providing and fixing of typical retro reflective 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 ThreePlates 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 twonos. 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 toplevel 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, thickness12SWG 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. 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 Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 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. (Item No. 10.21 (A) / P.No. 42)5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 271 | 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 1000 m as per Technical Specification Clause 202. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 272 | 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. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 273 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 274 | Providing rubble filling in foundation trenching as per drawing & Technical SpecificationClause 305.3.9. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 275 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 276 | Providing concrete for plain cement concrete M-15in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 277 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 278 | Providing and layingR.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 279 | 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. [1000mm Ø ISNP NP 3] 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 280 | 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. (SSR PWD IT NO-11.09,PG NO-81) 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 281 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(SSR PWD IT NO-11.10,PG NO-81) 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 282 | Providing and Fixing of Retro Reflectorised Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. ii) 600 mm Equilateral Triangle. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 283 | Providing and Fixing of Retro Reflectorised Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. iii) 600 mm Circular5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 284 | Providing and Fixing of Retro Reflectorised Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. vii) 800 x 600 mm Rectangular5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 285 | Providing and Fixing of Retro Reflectorised Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. vii) 900 mm side octagon5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 286 | MMGSY Citizen\" s information Board- Providing and fixing of typical MMGSY Retro Reflective information board as peras 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 & bottomduly rivetted with MSangles of 35 x 35x 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 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 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. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 287 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 288 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810). 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 289 | 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. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 290 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per Specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 291 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 292 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 293 | Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 294 | Reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. Cut off walls, RCC Raft. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 295 | Reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. For Abutment and Pier Cap, For Cantilever Returns. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 296 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 297 | Supplying fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical spcifications Clauses 1000 & 1202. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 298 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 299 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 300 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 301 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 302 | 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 1000 m as per Technical Specification Clause 202. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 303 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary). A2] For Return. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 304 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary). For Raft5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 305 | Providing and laying reinforced cement concrete M-20 in superstructureas per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) iii/ P.No. 51). 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 306 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. i) For Slab & ii) For Kerb and Balast Wall. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 307 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcementcomplete as per drawing and technical specifications Clauses 800 and 1206.3. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 308 | Supplying, fitting, and placing TMT bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 309 | Providing Tar paper bearing of approved quality in proper size etc. complete. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 310 | Expansion joint with 25 mm thich bitumenous pad. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 311 | Providing and laying 0.90meter thick metal mat consisting of rubble, oversize 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. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 312 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist postsdesignation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steelpipes (light) including fixing in position on bridge deck complete as per drawing andtechnical specifications Clause 1208.2. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 313 | 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 wallto the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 314 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 315 | 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 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 316 | Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade complete. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 317 | Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 318 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40Kilogrameach complete as per drawings and Technical specifications etc. complete. (boulder laid without wire crates). 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 319 | Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9. 5) Upgradation of SH-267(Dongarkherda) to Kinwat road Tq. Kalamb |
| 320 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 321 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 322 | 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. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 323 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 324 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 325 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 326 | Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 327 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 328 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 329 | Construction of Shoulders as per Technical Specification Clause 407. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 330 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 331 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/Weight batch mixer, transported to site with all leads and lifts, laid with a paver with electrinic 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. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 332 | Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface praparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolana Cenent IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weight batcher as per approved mix design to achieve minimum flexural strenth 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 (preferaby with slip form paver finisher), spread, vibrated, compacted and finished surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1 m x 1 m or as direcred by Engineer in charge to a depath 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 machineries etc. complete as per specification (Excluding Dowel Bars and Tie Bars) 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 333 | Providing and fixing in position 25 mm dia. Anti corrosive MS dowel bars of requied Dia. 60 cms. 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. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 334 | 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, supoorted by assembly of TMT Fe-500, chairs with proper alignment etc. complete. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 335 | 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) 5th Kilometre Stone (precast) 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 336 | 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 ii) Ordinary Kilometer Stone (Precast) 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 337 | 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 iii)200 m stone (precast) 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 338 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 339 | Providing & Constructing CC M-15 TBM Stone including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete.6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 340 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 341 | 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) 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 342 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1(Item No. 10.16) 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 343 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 344 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mmmade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 345 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600mm diamade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 346 | Providing and fixing Cautionary/Warning sign boards in Octagone size of 900mmmade out of 4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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 andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. iv) 900mm Sides Octagon. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 347 | MMGSY Citizen\" s information Board- Providing and fixing of typical MMGSY Retro Reflective information board as peras 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 & bottomduly rivetted with MSangles of 35 x 35x 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 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 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. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 348 | The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective shSign Board of MMGSY Project Information :Providing and fixing of typical retro reflective MMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest MMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of ThreePlates 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 twonos. 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 toplevel 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, thickness12SWG 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 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 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 .reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 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.eeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. (Item No. 10.21 (A) / P.No. 42)6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 349 | 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. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 350 | 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 16000Kilogramtested 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 Kilogram. 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. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 351 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per Specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 352 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 353 | Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 354 | Providing concrete for plain concrete M-10 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 355 | Plain cement concrete M-15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 356 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 357 | Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 358 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 359 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 360 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 361 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 362 | Providing concrete for plain concrete M-10 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 363 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. SINGLE ROW 1000MM Ø C.D. WORK6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 364 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. Pipe for approaches of field6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 365 | Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 600mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete. UTILITY/ FILED DRAIN 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 366 | 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 1000 m as per Technical Specification Clause 202. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 367 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 368 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. II) Ordinary rock (not requiring blasting). 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 369 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 370 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 371 | Providing concrete for plain concrete M-15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 372 | Providing and layingP.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 373 | Providing and layingR.C.C. M-25 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 374 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 375 | 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 wallto the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 376 | Providing and laying 0.90meter thick metal mat consisting of rubble, oversize 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. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 377 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 378 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 379 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 380 | Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 381 | Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 382 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 383 | 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. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 384 | Providing tar paper bearing including laying in proper position etc. complete.6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 385 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 386 | Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade complete. 6) Upgradation of MDR-46(Wardh) Khairgaon(Kasar) to Chondhi road Tq. Ralegaon |
| 387 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 388 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 389 | 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. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 390 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 391 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2as per technical Specification Clause 301.5 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 392 | Compaction original ground supporting subgrade :- Loosening of the ground upto a level of 300 mm the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 393 | Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 394 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 395 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 396 | Construction of Earthen Shoulders as per Technical Specification Clause 407. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 397 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 398 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/Weight batch mixer, transported to site with all leads and lifts, laid with a paver with electrinic 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. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 399 | Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface praparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolana Cenent IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weight batcher as per approved mix design to achieve minimum flexural strenth 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 (preferaby with slip form paver finisher), spread, vibrated, compacted and finished surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1 m x 1 m or as direcred by Engineer in charge to a depath 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 machineries etc. complete as per specification (Excluding Dowel Bars and Tie Bars) 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 400 | Providing and fixing in position 25 mm dia. Anti corrosive MS dowel bars of requied Dia. 60 cms. 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. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 401 | 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, supoorted by assembly of TMT Fe-500, chairs with proper alignment etc. complete. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 402 | Reinforced cement concrete M-15 grade Ordinary Kilometer 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. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 403 | 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. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 404 | 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. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 405 | Reinforced cement concrete M-15 grade Boundary Pillar 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. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 406 | Providing & Constructing CC M-15 TBM Stone including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 407 | Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 408 | Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of TwoPlates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plateswill be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 409 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. ( 800mm x 600mm Rectangular ) 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 410 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mmmade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. ( 600mm Equilateral & Triangle ) 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 411 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600mm diamade out of 3mm aluminum sheet bonded with white retro reflective sheeting ofClass 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. (600mm Circular)7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 412 | Providing and fixing Cautionary/Warning sign boards in Octagone size of 900mmmade out of 4mm aluminum sheet bonded with white retro reflective sheeting ofClass 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 andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. (900mm Sides Octagon) 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 413 | MMGSY Citizen\" s information Board- Providing and fixing of typical MMGSY Retro Reflective information board as peras 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 & bottomduly rivetted with MSangles of 35 x 35x 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 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 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. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 414 | Sign Board of PMGSY Project Information :Providing and fixing of typical retro reflective 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 ThreePlates 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 twonos. 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 toplevel 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, thickness12SWG 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. 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 Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 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. (Item No. 10.21 (A) / P.No. 42)7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 415 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 416 | 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 1000 m as per Technical Specification Clause 202. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 417 | 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.(Above 600 mm to 900 mm dia Hume pipe) 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 418 | 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. (Above 900 mm dia Hume pipe) 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 419 | Providing rubble filling in foundation trenching as per drawing & Technical SpecificationClause 305.3.9. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 420 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 421 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 422 | 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. [1000mm Ø ISNP NP 3] 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 423 | Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of …... diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete. ( UTILITY/ FILED DRAIN)7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 424 | Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of …... diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete. ( 800 MM NP-2 Pipe for approaches of field) 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 425 | 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. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 426 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 427 | 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. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 428 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 429 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 430 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 431 | Providing and laying reinforced cement concrete M-20 in superstructureas per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 (Item No. 13.1 (I) iii/ P.No. 51)7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 432 | Supplying, fitting, and placing TMT bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 433 | Expansion joint with 25 mm thich bitumenous pad. 7) Upgradation of NH-07(Dahegaon) Mangi to Ashtona road Km 0/000 to 5/710 Tq. Ralegaon |
| 434 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. UPGREDETION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMAL |
| 435 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 UPGREDETION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMAL |
| 436 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the em UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 437 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 438 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2as per technical Specification Cl UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 439 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 440 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and cam UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 441 | Construction of Earthen Shoulders as per Technical Specification Clause 407. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 442 | Providing and laying PVC Pipe 110mm Ø for Weep Hole UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 443 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/Weight batch mixer, transported to site with all leads and lifts, laid with a paver with electrinic sensor / by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation o UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077f sub-grade surface if required etc. complete |
| 444 | Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface praparation to be done if necessary either by milling or levelling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolana Cenent IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weight batcher as per approved mix design to achieve minimum flexural strenth 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 (preferaby with slip form paver finisher), spread, vibrated, compacted and finished surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1 m x 1 m or as direcred by Engineer in charge to a depath 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 machineries etc. complete as per specification (Excluding Dowel Bars and Tie Bars) UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 445 | Providing and fixing in position 25 mm dia. Anti corrosive MS dowel bars of requied Dia. 60 cms. 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. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 446 | 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, supoorted by assembly of TMT Fe- UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077500, chairs with proper alignment etc. complete. |
| 447 | Reinforced cement concrete M-15 grade Ordinary Kilometer 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. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 448 | 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. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 449 | Reinforced cement concrete M-15 grade Boundary Pillar 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. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 450 | Providing & Constructing CC M-15 TBM Stone including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 451 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 452 | Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of TwoPlates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plateswill be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.Logo of PMGSY ProjectUPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 453 | PMGSY Citizen\" s information Board- Providing and fixing of typicalPMGSY Retro Reflective information board as peras 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 & bottomduly rivetted with MSangles of 35 x 35x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 454 | Sign Board of PMGSY Project Information :Providing and fixing of typical retro reflective 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 ThreePlates 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 twonos. 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 toplevel 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, thickness12SWG 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. 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 Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 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. (Item No. 10.21 (A) / P.No. 42) UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 455 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 456 | Providing rubble filling in foundation trenching as per drawing & Technical SpecificationClause 305.3.9. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 457 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 458 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 459 | Providing and layingR.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 460 | 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. [1000mm Ø ISNP NP 3]SINGLE ROW 1000MM Ø C.D. WORK UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 461 | 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. [1000mm Ø ISNP NP 3]Pipe for approaches of field UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 462 | 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. (SSR PWD IT NO-11.09,PG NO-81) UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 463 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.(SSR PWD IT NO-11.10,PG NO-81) UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 464 | Providing and Fixing of Retro Reflectorised Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.ii) 600 mm Equilateral Triangle UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 465 | Providing and Fixing of Retro Reflectorised Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.iii) 600 mm Circular UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 466 | Providing and Fixing of Retro Reflectorised Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.vii) 900 mm side octagon UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 467 | MMGSY Citizen\" s information Board- Providing and fixing of typical MMGSY Retro Reflective information board as peras 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 & bottomduly rivetted with MSangles of 35 x 35x 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 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 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/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 468 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 469 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\"\" UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 470 | STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides.The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof.UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 471 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 472 | Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202 UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 473 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawin UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 474 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 475 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 476 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 UPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
| 477 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingUPGRADATION/IMPROVEMENT MSH-14 TO VRUNDAWAN TAKALI ROAD (VR-18)IN TALUKA PANDHARKAWADA DISTT. YAVATMALPACKAGE NO : RD-YAV-A077 |
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