Upgradation Of Nh-361 To Hivara Road Km 0/000 To 8/125 In Taluka Kalamb 2) Upgradation Of Nh-361 To Bhavanpur Road Km 0/000 To 7/000 In Taluka Kalamb 3) Upgradation Of Mdr-17 To Sawangi Road Km 0/000 To 3/187 In Taluka Kalamb Distt. Yavatmalunder Package
Tender Value
10.34 Crore
Estimated cost
Bid Submission
12 Jul 2023
0 days left
EMD
5.48 Lakhs
Bank guarantee accepted
Document Fee
29500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
maregaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Nh-361 To Hivara Road Km 0 / 000 To 8 / 125 In Taluka Kalamb 2 ) Upgradation Of Nh-361 To Bhavanpur Road Km 0 / 000 To 7 / 000 In Taluka Kalamb 3 ) Upgradation Of Mdr-17 To Sawangi Road Km 0 / 000 To 3 / 187 In Taluka Kalamb Distt. Yavatmalunder Package No Dpc-Yav ( Ii ) -03
BOQ
| 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. Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 2 | Excavation for roadway in soil with hydraulic excavator of 0.90 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 transportating to the embankentlocation with a lift upto 1.50 m. and lead upto 1000 m. as per Technical Specification Clause 302.3(Item No. 3.5 (iii) / P.No. 14) (III) Excavation in Soil using Hydraulic Excavator.Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 3 | 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 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 4 | 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 compactingwith vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5(Item No. 3.4/ P.No. 13) Material obtained from Borrow Pits(With Lead Upto1000m) Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 5 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14/ P.No. 16) Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 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 rotavatorat OMC, and compacting with vibratorywheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.(Item No. 4.1 A(ii) / P.No. 19) By Mix in Place Method,(ii) For Grading-II Material Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 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.(Item No. 4.8 (2)(B)/ P.No. 23) Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 8 | Construction of Earthen Shoulders as per Technical Specification Clause 407.Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 9 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.30 / P.No. 30) Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 10 | Construction of 50 mm thick Modified Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (Item No. 5.5 (A)/ P.No. 28) Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 11 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508. (excluding seal coat)(I.No. 5.9 Case-II (i)/ P.No. 29) Case- III, By Mechanical Means Bitumen (S-65)VG-30 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 12 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510 (Item No. 5.12 (Case-II) Type-B (I)/ P.No. 30) B) By Mechanical Means Case -II, Type B (I) Bitumen (S-65) VG-30 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 13 | 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.(I.No. 10.9 (ii) / P.No. 41) Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 14 | Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.9 (iii) / P.No. 41) Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 15 | Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.(Item No. 10.10 / P.No. 41) Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 16 | Providing & Constructing CC M-15 TBM Stone of size 0.30x0.30x0.75m including excavation, CC M-10 for foundation, painting, lettering with PMGSY Logo, curing, finishing etc. complete. TBM Stone (Size 0.30m x 0.30m x 0.75m) Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 17 | 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 and traffic control as per drawing and Technical Specification Clause 1702. Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 18 | 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. Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 19 | Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sigh as per IRC :67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 Cautionary board Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 20 | Providing and erecting directtion and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supoorted on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. Village NameBoard Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 21 | Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. (Rate as per RD& WC Deptt.No CMGSY-2007/CR/145/Yojana-9 Dt. 4-4-2017(Item No. 10.14 / P.No. 44) Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 22 | Construction of un-reinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPC cement or any other type as per Clause 1501.2.2 M-30 (Grade) coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14 days, using curing compound (wheel specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (excluding dowel bars and including 125 micron Polythene sheet) (I.No.6.4 /P.No. 32) Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 23 | 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 bottom and backfilling with approved material. Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 24 | Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 (Item No. 11.2 (II) / P.No. 45)Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 25 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 26 | Providing and laying Plain cement concrete M-15 (Nominal Mix 1:2.5:5) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I) (i) / P.No. 49) I) PCC Grade M-15(i) Nominal Mix1:2.5:5 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 27 | 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. (Item No. 9.3/ P.No. 37) 1000mm Ø ISNP NP 3 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 28 | Providing and laying reinforced cement concrete pipe NP2 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. (Item No. 9.4/ P.No. 37) 600mm Ø ISNP NP 2 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 29 | Providing and laying reinforced cement concrete pipe NP2 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. (Item No. 9.4/ P.No. 37) 800mm Ø ISNP NP 2 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 30 | Providing concrete for plain cement concrete M-20 In open foundations complete as per drawings and technical specification clauses800, 803 1202 and 1203.Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 31 | Providing concrete for plain cement concrete M-25 substructure complete as per drawings and technical specification clause802, 804 805 807 1202 and 1204. Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 32 | Providing Tar paper bearing of approved quality in proper size etc. complete. Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 33 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 34 | 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.i) 900 mm equilateral triangle [Item No. 10.2 (i) / P.No. 39] Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 35 | 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 o f 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[Item No. 10.2 (ii) / P.No. 39] Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 36 | 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 o f 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 [Item No. 10.2 (iii) / P.No. 39] Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 37 | 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 o f 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) 600 x 600 mm Square [Item No. 10.2 (vi) / P.No. 39] Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 38 | 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 o f 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 [Item No. 10.2 (vii) / P.No. 39] Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 39 | 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 To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 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. [Item No. 16.18 / P.No. 62] Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 41 | 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. Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 42 | Providing and laying reinforced cement concrete M-30 in superstructureas per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 43 | Supplyingfitting and placing TMT bar reinforcement ( Fe 500 ) in superstructurecomplete as per drawings and technical specification Clauses 1002, 1010 and 1202 .Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 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 drawing and technical specification Clauses 614, 709, 1204.3.7 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 45 | 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 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 46 | Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification Clause 1302Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 47 | Providing and laying pitching on slopes laid over prepared filter media as per drawings and technical specifications Clause 1302Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 48 | Construction of toe walls for protection of slope as per drawing and technical specification Clause 1302.5Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 49 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extrafor laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item No. 14.2 / P.No. 55)GabineWall Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 50 | 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.Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 51 | 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 Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 52 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 53 | 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 301.5Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 54 | 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 Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 55 | Construction of Subgrade Layer 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. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 56 | 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 density, complete as per Technical Specification Clause 401. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 57 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 58 | Construction of Earthen Shoulders as per Technical Specification Clause 407. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 59 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 60 | Construction of 50 mm thick Modified Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 61 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 62 | Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 63 | 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 to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 64 | 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 to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 65 | 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 to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 66 | Providing & Constructing CC M-15 TBM Stone including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 67 | 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 and traffic control as per drawing and Technical Specification Clause 1702. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 68 | 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. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 69 | Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sigh as per IRC :67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 70 | Providing and erecting directtion and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supoorted on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 71 | 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 to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 72 | 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. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 73 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcementcomplete as per drawing and technical specifications Clauses 800 and 1206.3 [Item No. 13.5 / P.No.58]Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 74 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 75 | 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.Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 76 | 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 bottom and backfilling with approved material.I) Ordinary soilUpgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 77 | Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete.Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 78 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 79 | 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 to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 80 | 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]Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 81 | Providing and laying reinforced cement concrete pipe NP2 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.[600mm Ø ISNP NP 3] Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 82 | Providing and laying reinforced cement concrete pipe NP2 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.[800mm Ø ISNP NP 3] Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 83 | 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.i) 900 mm equilateral triangle Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 84 | 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 to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 85 | 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 to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 86 | 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.600 x 600 mm Square Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 87 | 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.900 mm side octagon Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 88 | Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 89 | 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 to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 90 | 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. Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 91 | 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)Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 92 | Supplyingfitting and placing TMT bar reinforcement ( Fe 415 ) in superstructurecomplete as per drawings and technical specification Clauses 1002, 1010 and 1202 .Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 93 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Upgradation to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatmal |
| 94 | 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 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 95 | Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification Clause 1302 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 96 | Providing and laying pitching on slopes laid over prepared filter media as per drawings and technical specifications Clause 1302Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 97 | Construction of toe walls for protection of slope as per drawing and technical specification Clause 1302.5Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 98 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extrafor laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item No. 14.2 / P.No. 55)GabineWall Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 99 | 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.Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 100 | 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 202Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 101 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 102 | 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 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 103 | 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 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 104 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 105 | Construction of Subgrade Layer 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. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 106 | 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 density, complete as per Technical Specification Clause 401. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 107 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 108 | Construction of Earthen Shoulders as per Technical Specification Clause 407.Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 109 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 110 | Construction of 50 mm thick Modified Penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 111 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 112 | Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 113 | 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 to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 114 | 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 to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 115 | 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. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 116 | 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 to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 117 | Providing & Constructing CC M-15 TBM Stone including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 118 | 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 and traffic control as per drawing and Technical Specification Clause 1702. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 119 | 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. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 120 | Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sigh as per IRC :67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 121 | Providing and erecting directtion and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm supoorted on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 122 | 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 to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 123 | 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. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 124 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 125 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 126 | 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. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 127 | 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. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 128 | 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 bottom and backfilling with approved material. I) Ordinary soil Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 129 | 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 bottom and backfilling with approved material. II) Ordinary Rock (not requiring blasting) Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 130 | Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete.Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 131 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 132 | 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 to SH-314 Sonegaon to Taluka Border Susari Road (ODR-118) In TalukaZari JamaniDistt. Yavatma |
| 133 | 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]Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 134 | Providing and laying reinforced cement concrete pipe NP2 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.[600mm Ø ISNP NP 3]Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 135 | Providing and laying reinforced cement concrete pipe NP2 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.[800mm Ø ISNP NP 3] Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 136 | Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 137 | Providing and laying reinforced cement concrete M-30 in superstructureas per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 138 | Providing Tar paper bearing of approved quality in proper size etc. complete. Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 139 | 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. i) 900 mm equilateral triangle Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 140 | 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 to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 141 | 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 CircularUpgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 142 | 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) 600 x 600 mm SquareUpgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 143 | 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 octagonUpgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 144 | place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 145 | 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 to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 146 | 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.Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 147 | 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)Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 148 | Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 149 | Providing and laying reinforced cement concrete M-20 in superstructureas per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 150 | Providingdry/trap/granite/quartzite/gneissrubblestonesoling15cmto20cmthick including hand packing and compacting etc. complete. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 151 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 152 | Construction of un-reinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPC cement or any other type as per Clause 1501.2.2 M-30 (Grade) coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14 days, using curing compound (wheel specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (excluding dowel bars and including 125 micron Polythene sheet) Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 153 | 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 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 154 | 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 suitablematerial. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 155 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For Abutment. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 156 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.For Return. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 157 | Providing and layingP.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 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 158 | 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 Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatm |
| 159 | Providing and layingP.C.C. M-20 Grade cement concrete infoundation complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 160 | Supplying fitting, and placing TMT bar reinforcement (Fe 500) in Superstructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202 (Item No. 12.7) Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 161 | Supplying fitting, and placing TMT bar reinforcement (Fe 500) in Substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 162 | 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 (Item No. 12.11)Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 163 | 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 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 164 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 165 | Reinforced cement concrete M-25 in substructure as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 166 | Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 167 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 168 | Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 169 | Providing and fixing Granite / Marble tablet of15mm to 18mmthickness ,including making groove in wall / concrete surfacefilling joints with slurry, curing, polishing, rounding edges, as required cleaning etc.complete.of size and description as per detailed drawings including embosseing & fitting in1:2 C.M. border. Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 170 | Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification Clause 1302 Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 171 | Providing and laying pitching on slopes laid over prepared filter media as per drawings and technical specifications Clause 1302Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
| 172 | Construction of toe walls for protection of slope as per drawing and technical specification Clause 1302.5Upgradation To LR-16 Warud to Net Road (VR-113) In TalukaMaregaonDistt. Yavatmal |
| 173 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extrafor laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item No. 14.2 / P.No. 55)GabineWall Upgradation to SH-273 to Karegaon Road (ODR-139,135,134) In TalukaZari JamaniDistt. Yavatmal |
AI Tender Summary
Tender Timeline
Jun 30, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 12, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 13, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender