Upgradation Of Sh-07 Chalbardi To Sakhara Roadtaluka Pandharkawadadist. Yavatmal Ii) Upgradation Of Odr 116 To Mangurda (Shivnal Pod) Road Taluka : Pandharkawada Dist: Yavatmal Iii) Upgradation Ofsh-07 To Ghonsi Road Taluka : Pandharkawada Dist: Yavatmal
Tender Value
Ref. Documents
Estimated cost
Bid Submission
11 Sep 2023
0 days left
EMD
8.76 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kelapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Sh-07 Chalbardi To Sakhara Roadtaluka Pandharkawadadist. Yavatmal Ii ) Upgradation Of Odr 116 To Mangurda ( Shivnal Pod ) Road Taluka : Pandharkawada Dist: Yavatmal Iii ) Upgradation Ofsh-07 To Ghonsi Road Taluka : Pandharkawada Dist: Yavatmal Iv ) Upgradation Of Mdr-87 To Lingati Road , Block : Pandharkawadadist : Yavatmal
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 ) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 2 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.Item No. 3.2 Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 .(Item No. 3.5(III)) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3) for P.D. 95% to 100%Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4A) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 6 | Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii)) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. 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 roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(Item No. 4.8 (2) (B)) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 8 | Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506(Item No. 5.5 (A)) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 9 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 ) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 10 | 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 140 pg no 30 PWD CSR) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 11 | 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 Aor Type B or Type C as per Technical Specification Clause 508. (I.No. 5.9- II (l)) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. 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. By Mechanical Means.(Item No. 5.12- B/ Case -I, Type B (II) S-65) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 13 | Supplying and fixing Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.10 (ii) / P.No. 41) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 14 | Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.10 (ii,iii)) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 15 | Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.(Item No. 10.11)(By using OPC 43 Grade Cement) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 16 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for traffic as per specification, including painting, fixing cationary boards etc. complete and as directed by Engineer-in-Charge. Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 17 | Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be >250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (SSR It. No. RF 6.12a / P.No. 48) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 18 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1(item no 10.16) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 19 | Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.(SoR 2019-20, Item No. 10.2 (B)/ P.No. 39) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 20 | Providing and erecting direction and place identification retroreflectorised 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 supported on 2 inch dia GI Pipe 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 Tehnical Specification Clause 1701( Item no 10.3) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 21 | MMGSY / PMGSY Citizen\" s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circular no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 22 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 23 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 24 | Sign Board of PMGSY Project Information :Providing and fixing of typical retro reflective PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of ThreePlates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to twonos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the toplevel of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013 (11)/ 3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. (Item No. 10.21 (A) / P.No. 42)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. (SoR 2019-20, Item No. 10.21 (A) / P.No. 42)Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 25 | Providing and laying PVC Pipe 110mm Ø for Weep Hole (PWD SSR Material Rate Bd-V, Sr. No. 189 Page No. 535) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 26 | Construction of un-reinforced dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design , over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade) coarse and fine aggregate 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 weight bacher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ), spreading the concrete with showels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joints, applying debounding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and coustruction joints , admixtures as approved, curing of concrete slabs for 14 days, using curing compound (where spacified) and water lines and grade as per drawing and technical specification clause 1501 (I.No. 6.4) (By using OPC 43 Grade Cement)Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 27 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 (I) (i)) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 28 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.(Item No. 11.4 (I) (i)) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 29 | Filling in foundation trenching as per drawing & Technical SpecificationClause 305.3.9 (Item No. 11.2 (II)) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 30 | Plain/reinforced cement concrete M-15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(Item No. 12.5 (i) (i)) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 31 | 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 (D) / P.No. 34) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 32 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) (I)A) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 33 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13)Above 900 MM DIA Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 34 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. As per(Item No. 9.3) Upgradation OF SH-07 CHALBARDI TO SAKHARA ROADTaluka PANDHARKAWADADist. YAVATMAL |
| 35 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 ) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 36 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.Item No. 3.2 Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 37 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 .(Item No. 3.5(III)) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 38 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3) for P.D. 95% to 100% Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 39 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4A) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 40 | Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii)) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 41 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(Item No. 4.8 (2) (B)) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 42 | Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506(Item No. 5.5 (A)) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 43 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 ) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 44 | 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 140 pg no 30 PWD CSR) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 45 | 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 Aor Type B or Type C as per Technical Specification Clause 508. (I.No. 5.9- II (l)) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 46 | 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. By Mechanical Means.(Item No. 5.12- B/ Case -I, Type B (II) S-65) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 47 | Supplying and fixing Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.10 (ii) / P.No. 41) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 48 | Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.10 (ii,iii)) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 49 | Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.(Item No. 10.11)(By using OPC 43 Grade Cement) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 50 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for traffic as per specification, including painting, fixing cationary boards etc. complete and as directed by Engineer-in-Charge. Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 51 | Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be >250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (SSR It. No. RF 6.12a / P.No. 48) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 52 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1(item no 10.16) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 53 | Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.(SoR 2019-20, Item No. 10.2 (B)/ P.No. 39) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 54 | Providing and erecting direction and place identification retroreflectorised 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 supported on 2 inch dia GI Pipe 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 Tehnical Specification Clause 1701( Item no 10.3) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 55 | MMGSY / PMGSY Citizen\" s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circular no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 56 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47) |
| 57 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50)Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 58 | 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)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. (SoR 2019-20, Item No. 10.21 (A) / P.No. 42) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 59 | Providing and laying PVC Pipe 110mm Ø for Weep Hole (PWD SSR Material Rate Bd-V, Sr. No. 189 Page No. 535) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 60 | Construction of un-reinforced dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design , over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade) coarse and fine aggregate 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 weight bacher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ), spreading the concrete with showels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joints, applying debounding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and coustruction joints , admixtures as approved, curing of concrete slabs for 14 days, using curing compound (where spacified) and water lines and grade as per drawing and technical specification clause 1501 (I.No. 6.4) (By using OPC 43 Grade Cement) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 61 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 (I) (i)) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 62 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 (I) (i))Ordinary Soil Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 63 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 (I) (i))Soft Rock Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 64 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.(Item No. 11.4 (I) (i))Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 65 | Filling in foundation trenching as per drawing & Technical SpecificationClause 305.3.9 (Item No. 11.2 (II)) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 66 | Plain/reinforced cement concrete M-15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(Item No. 12.5 (i) (i)) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 67 | 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 (D) / P.No. 34) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 68 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) (I)A) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 69 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately. (Item No. 2.15 P.No. 10) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 70 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13)Above 600 MM- 900 MM DIA Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 71 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. As per(Item No. 9.3) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 72 | Providing weepholes in plain concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(v) :20(h) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7(Item No. 12.9 (a) / P.No.50) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 73 | Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.(Item No. 11.4 (ii) (i) / ) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 74 | Providingtarpaperbearing of approved quality in proper size etc. complete.(Item No. 13.16 (V) / P.No. 54) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 75 | 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 / P.No.50)Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 76 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 50) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 77 | Supplying fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002, 1010 and 1202 (Item No. 13.3 P.No. 52) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 78 | Expansion Joint with 25mm thick bituminous pad (Item No. 13.16 (II-A) P.No. 54) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 79 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(13.1)(l-lll) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 80 | Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5m interval and three rows of 50 mm dia steel pipes ( light ) including fixing in position on bridge deck complete as per drawing and technical specification Clause 1208.2 (Item No. 13.8 / P.No. 53) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 81 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall (Item No. 14.10 / P.No. 56 ) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 82 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (Item No. 14.5/ P.No. 56) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 83 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701(Item 10.7/page 40) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 84 | Providing and laying R.C.C. M-25 in substructure complete as per drawing and technical specifications Clauses 802,804, 805, 806, 807, 1202 and 1204 (Item No. 13.1 (II) / P.No. 52) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 85 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (wovendiagonally) including 10 percent extra for laps and joints laidwith stone boulders weighing not less than 25 kg each as per drawingand technical specifications Clause 1301(Item no 14.2 page no 54) Upgradation OF ODR 116 TO MANGURDA (SHIVNAL POD) ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 86 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 ) UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 87 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.Item No. 3.2UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 88 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 .(Item No. 3.5(III))UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 89 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3) for P.D. 95% to 100% UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 90 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading , grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2with a lead upto 1000 m as per technical Specification Clause 301.5 ( Item No. 3.4A)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 91 | Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii))UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 92 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(Item No. 4.8 (2) (B))UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 93 | Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506(Item No. 5.5 (A))UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 94 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14 )UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 95 | 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 140 pg no 30 PWD CSR)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 96 | 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 Aor Type B or Type C as per Technical Specification Clause 508. (I.No. 5.9- II (l))UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 97 | 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. By Mechanical Means.(Item No. 5.12- B/ Case -I, Type B (II) S-65)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 98 | Supplying and fixing Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.10 (ii) / P.No. 41)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 99 | Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.10 (ii,iii))UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 100 | Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.(Item No. 10.11)(By using OPC 43 Grade Cement)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 101 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for traffic as per specification, including painting, fixing cationary boards etc. complete and as directed by Engineer-in-Charge.UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 102 | Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be >250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (SSR It. No. RF 6.12a / P.No. 48)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 103 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1(item no 10.16)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 104 | Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.(SoR 2019-20, Item No. 10.2 (B)/ P.No. 39)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 105 | Providing and erecting direction and place identification retroreflectorised 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 supported on 2 inch dia GI Pipe 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 Tehnical Specification Clause 1701( Item no 10.3)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 106 | MMGSY / PMGSY Citizen\" s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circular no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractorUPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 107 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.(SSR 212,P.G. NO.47)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 108 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (SSR It. No. RF 6.15 / P.No. 50) UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 109 | 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)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. (SoR 2019-20, Item No. 10.21 (A) / P.No. 42)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 110 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 (I) (i))UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 111 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.(Item No. 11.4 (I) (i))UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 112 | Filling in foundation trenching as per drawing & Technical SpecificationClause 305.3.9 (Item No. 11.2 (II))UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 113 | Plain/reinforced cement concrete M-15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(Item No. 12.5 (i) (i))UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 114 | 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 (D) / P.No. 34)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 115 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) (I)A)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 116 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13)Upto 600 MM DIAUPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 117 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. As per(Item No. 9.3)UPGRADATION OFSH-07 TO GHONSI ROAD TALUKA : PANDHARKAWADA DIST: YAVATMAL |
| 118 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(II) By Mechanical Means(A) In area of non-thorny jungle(Item No. 2.2) UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 119 | Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.2) UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 120 | (iii) Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 mExcavation 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.(Item No. 3.5 (iii)) UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 121 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5(Item No. 3.3)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 122 | 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)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 123 | Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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. (ii) For Grading II Material (Item No. 4.1)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 124 | Water Bound Macadam with Crushable Screenings2) WBM Grading 2 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.B) By Mechanical Means(Item No. 4.8 (2) (B))UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 125 | Construction of Subgrade and Earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(Item No. 3.14)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 126 | Modified Penetration Macadam (MPM) Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.A) 50 mm thick. (I)Bitumen (S-90) (Item No. 5.5 (A) I) UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 127 | Tack Coat (Below PMC)i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (Item No. 5.2)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 128 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade) Binder 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. By Mechanical Means(II) Bitumen (S-65)VG-30(Item No. 5.9 Case- II, (ii))UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 129 | Seal Coat By Mechanical MeansProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510508Type B ( Premix Seal Coat).(B) By Mechanical meansCase-II - (ii) Bitumen (S-65)VG-30(Item No. 5.12)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 130 | Cement Concrete PavementConstruction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel,edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant,admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 (excluding dowel bars and Polythene sheet) (Item No. 6.4)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 131 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703ii) Kilometre Stone (precast)(Item No. 10.10)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 132 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 iii) 200 m Stone(Item No. 10.10 (iii))UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 133 | Boundary PillarReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.(Item No. 10.11)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 134 | Traffic Sign(B) Semi Reflective Traffic SignsProviding and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.(Item No. 10.2 B, PMGSY SSR 2020-21)ii) 600 mm Equilateral TriangleUPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 135 | Traffic Sign(B) Semi Reflective Traffic SignsProviding and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.(Item No. 10.2 B, PMGSY SSR 2020-21)iii) 600 mm CircularUPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 136 | Traffic Sign(B) Semi Reflective Traffic SignsProviding and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.(Item No. 10.2 B, PMGSY SSR 2020-21)v) 600 mm x 450 mm rectangularUPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 137 | Providing and Fixing \"Logo\" of PMGSY/MMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 (Item No. 10.16)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 138 | Citizen/Maintenance Information Board MMGSY / PMGSY Citizen\" s information Board- Providing and fixing of typicalPMGSY Retro Reflective information board as peras per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottomduly rivetted with MSangles of 35 x 35x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. (Item No.10.16A, PMGSY SOR 2020-21) UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 139 | Rumble StripsProvision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.(Item No. 10.18)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 140 | Road StudProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. Road Markers/Road Stud with Lens Reflector(Item No. 6.09)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 141 | Providing of Constructing CC M-15 TBM Stone pf Size 0.30x0.30x0.75 M Including excavation, CC M-10 for foundation, Painting, lettering, curing, finishing etc. completeUPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 142 | 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 OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 143 | 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.(Rate as per PWD Amravati Regon CSR 22-23 item no 6.12) UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 144 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings.(MHPWD SSR 2022-23 Items No. 6.15)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 145 | Shifting of E/poles UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 146 | Rising of E/poles or lineUPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 147 | Dismantling of Structures By Manual MeansDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) Mechanical Means(Item No. 2.5)A) Cement ConcreteUPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 148 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.B) Above 600 mm to 900 mm dia Hume pipe(Item No. 2.13)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 149 | Excavation for StructuresExcavation 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.(Item No. 11.1)i) Ordinary soil (Upto 3m Depth)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 150 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203II) P.C.C grade M 15i) Nominal mix (1:2.5:5) (Item No. 11.4 II (i))UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 151 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III) P.C.C grade M 20i) Nominal mix (1:2:4) (Item No. 11.4 III (i))UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 152 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5II) R.C.C M 25(Item No. 13.1)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 153 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)II) P.C.C grade M 20i) Nominal mix (1:2:4) (Item No. 12.5-II (i))UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 154 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mIII. R.C.C grade M 20(Item No. 12.5 (iii)) UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 155 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I) R.C.C grade M 20i) For nominal mix 1:2:4(Item No. 13.1)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 156 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 )UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 157 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete.(Item No. 14.01 MHPWD SSR 2022-23)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 158 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8I) Granular material(Item No. 12.10)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 159 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications(Item No. 13.16)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 160 | Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete. (MHPWD SOR 2022-23_Item No. 11.01)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 161 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.B) 1000 mm dia (Item No. 9.3)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 162 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(Item No. 9.4)NP2 Pipes 600 mm diaUPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 163 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7(Item No. 12.9)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 164 | Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701(Item No. 10.5)UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
| 165 | Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and TechnicalSpecification Clause 1701ii) English and Roman(Item No. 10.1) UPGRADATION OF MDR-87 TO LINGATI ROAD , BLOCK : PANDHARKAWADADIST : YAVATMAL |
AI Tender Summary
Tender Timeline
Aug 31, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 11, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 12, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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