Upgradation Of Ndr-105 Tal Akrani Dist Nandurbar Up-Gradation Of 1 ) Odr-45 Kusumberi To Vr-09 Joint Road Tal . Akrani 0/00 To 1/882 ) Kalibel To Kela Road Tal . Akrani 0/00 To 2/140
Tender Value
3.04 Crore
Estimated cost
Bid Submission
27 Jul 2020
0 days left
EMD
1.66 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Akrani → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Ndr-105 Tal Akrani Dist Nandurbar Up-Gradation Of 1 ) Odr-45 Kusumberi To Vr-09 Joint Road Tal . Akrani 0/00 To 1/882 ) Kalibel To Kela Road Tal . Akrani 0/00 To 2/140
BOQ
| 1. Name of Work: 1) Improvement & 5 Year Maintenance of ODR 45-Kusumveri to VR 9 joint road. TAL. Akrani DIST. Nandurbar. CH. 0/00 To 1/880 KM. 2) Improvement & 5 Year Maintenance of Kalibel to Kela Road TAL. Akrani DIST. Nandurbar. CH. 0/00 To 2/140 KM. (PACKAGE No. - NDR-105 ) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Improvement & 5 Year Maintenance of ODR 45-Kusumveri to VR 9 joint road. TAL. Akrani DIST. Nandurbar. CH. 0/00 To 1/880 KM. | |||
| 2 | 1.1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Mechanical Means\n (A) In area of non-thorny jungle | 1.13 | One Hector | |
| 3 | 2 | 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 above 100 m as per Technical Specification Clause 302.3 For: Excavation in Soil using Hydraulic Excavator and Tippers with disposal above 100 m | 11652.6 | One Cubic Meter | |
| 4 | 3 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all lead & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification MORD 2014 Clause 302.3.5 For : Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal. | 5995.48 | One Cubic Meter | |
| 5 | 4 | Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lead & lift as per Technical Specification MORD 2014 Clause 302.3.5 For: Excavation in Hard Rock (requiring blasting) with disposal. | 1772.9 | One Cubic Meter | |
| 6 | 5 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification MORD 2014 Clause 301.5 | 4953.27 | One Cubic Meter | |
| 7 | 6 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification MORD 2014 Clause 401 For Grading I material consolidation of 50 % hand broken, 25 % Crushed Metal & 25 % Odrinary Rock. | 915.23 | One Cubic Meter | |
| 8 | 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification MORD 2014 Clause 405. For - By Mechanical Means | 929.84 | One Cubic Meter | |
| 9 | 8 | Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification MORD 2014 Clause 303.1. | 714.02 | One Cubic Meter | |
| 10 | 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification MORD 2014 Clause 503. | 6817.82 | One Square Meter | |
| 11 | 10 | 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 MORD 2014 Clause 506. with 50 mm thick with Bitumen (S-65) 60/70 - VG-30 | 6817.82 | One Square Meter | |
| 12 | 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 A or Type B or Type C as per Technical Specification MORD 2014 Clause 508. For -Case - II By Mechanical Means Bitumen (S-65) VG-30 | 6817.82 | One Square Meter | |
| 13 | 12 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification MORD 2014 Clause 510 Case - I : Type A Bitumen (S-65) VG-30 By Mechanical means | 6817.82 | One Square Meter | |
| 14 | 13 | Providing and fixing trap/ Granite/ quartzite/ gneiss Guard Stone/ Indicator stone/ Boundary stone of standard size and shape including fixing in ground and white washing etc. complete.(MORTH-807) | 112 | One Number | |
| 15 | 14 | Providing & 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 MORD 2014 Clause 1703 Kilometre Stone (precast) | 3 | Each | |
| 16 | 15 | Providing & 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 MORD 2014 Clause 1703 200 m Stone | 7 | Each | |
| 17 | 16 | Sign Board of MMGSY / PMGSY Project Information : Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per MORD 2014 Clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class 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. | 1 | Each | |
| 18 | 17 | MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing MORD 2014 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. | 1 | Each | |
| 19 | 18 | Semi Reflective Traffic Signs - Providing and Fixing of Retro Reflectorised 600 mm equilateral triangle 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. | 22 | Each | |
| 20 | 19 | Semi Reflective Traffic Signs - Providing and Fixing of Retro Reflectorised 600 mm x 450 mm Rectangular 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. | 3 | Each | |
| 21 | 20 | Semi Reflective Traffic Signs - Providing and Fixing of Retro Reflectorised 900 mm x 600 mm Rectangular 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. | 2 | Each | |
| 22 | 21 | MMGSY / PMGSY Maintenance Information Board- Providing and fixing of typical MMGSY / PMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing MORD 2014 Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. | 1 | Each | |
| 23 | 22 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W \"metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MORD 2014 Clause 810)\" | 45 | One Running meter | |
| 24 | 23 | 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. | 138.34 | One Square Meter | |
| 25 | 24 | Supplying & 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. | 118 | One Number | |
| 26 | 25 | Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete. | 2 | One Number | |
| 27 | 26 | Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. In Ordinary soil ( By Mechanical means) | 91.16 | One Cubic Meter | |
| 28 | 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) | 106.48 | One Cubic Meter | |
| 29 | 28 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring blasting) | 128.88 | One Cubic Meter | |
| 30 | 29 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For abutment for Normal Dewatering | 130.35 | One Cubic Meter | |
| 31 | 30 | Providing and laying reinforced cement concrete pipe 800 mm Dia NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets MORD 2014 Clause 1106. | 15 | One Running Meter | |
| 32 | 31 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 1202 & 1203 - P.C.C grade M 10 Nominal mix 1:3:6 | 8.28 | One Cubic Meter | |
| 33 | 32 | Providing & laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 1202 & 1203- P.C.C grade M 15 Nominal mix (1:2.5:5) | 35.16 | One Cubic Meter | |
| 34 | 33 | Providing & laying Plain/reinforced cement concrete in substructure complete as per drawings and technical specification MORD 2014 Clauses 802, 804, 805, 806, 807, 1202 and 1204 - P.C.C grade M 15 Nominal mix (1:2.5:5) | 164.6 | One Cubic Meter | |
| 35 | 34 | Providing & laying Plain/reinforced cement concrete in substructure complete as per drawings and technical specification MORD 2014 Clauses 802, 804, 805, 806, 807, 1202 and 1204. P.C.C. grade M-20 Nominal mix (1:1.5:3). | 181.39 | One Cubic Meter | |
| 36 | 35 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1205.4 and 1205.5 - R.C.C M 25 | 21.84 | One Cubic Meter | |
| 37 | 36 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification MORD 2014 Clauses 1002, 1005, 1010 & 1202 | 0.820026 | One Metric Tonne | |
| 38 | 37 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202 | 3.1282 | One Metric Tonne | |
| 39 | 38 | Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD CSR for 2021-21 item 13.02 P.No.118) | 10.792 | One Square Meter | |
| 40 | 39 | Providing Expansion joint with 25 mm thick bituminous pad / compressible rbber pad (Rate as per PWD CSR for 2018-19 Br 438 Item No. 14.33, P.No.123) | 35.59 | One Square Meter | |
| 41 | 40 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. | 69 | One Square Meter | |
| 42 | 41 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications MORD 2014 Clauses 800 and 1206.3 | 2.84 | One Cubic Meter | |
| 43 | 42 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification MORD 2014 Clauses 614, 709, 1204.3.7 | 124 | Each | |
| 44 | 43 | Providing Stream lined R.C.C. guard stone including M15 CC including reinforcement as per approved drawing.(CD-27) | 19 | One Number | |
| 45 | 44 | White Washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scarping etc as per technical specification MORD 2014 Clause 1915. | 2 | One Square Meter | |
| 46 | 45 | STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. | 75 | Each | |
| 47 | 46 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 \n | 25.8 | One Cubic Meter | |
| 48 | 47 | Improvement & 5 Year Maintenance of Kalibel to Kela Road TAL. Akrani DIST. Nandurbar. CH. 0/00 To 2/140 KM. | |||
| 49 | 48 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Mechanical Means\n (A) In area of non-thorny jungle | 1.196 | One Hector | |
| 50 | 49 | 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 above 100 m as per Technical Specification Clause 302.3 For: Excavation in Soil using Hydraulic Excavator and Tippers with disposal above 100 m | 14992 | One Cubic Meter | |
| 51 | 50 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all lead & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification MORD 2014 Clause 302.3.5 For : Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal. | 5019.93 | One Cubic Meter | |
| 52 | 51 | Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lead & lift as per Technical Specification MORD 2014 Clause 302.3.5 For: Excavation in Hard Rock (requiring blasting) with disposal. | 1405.21 | One Cubic Meter | |
| 53 | 52 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification MORD 2014 Clause 301.5 | 6611.01 | One Cubic Meter | |
| 54 | 53 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lead & lift as per Technical Specification MORD 2014 Clause 301.4. | 3150 | One Square Meter | |
| 55 | 54 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification MORD 2014 Clause 401 For Grading I material consolidation of 50 % hand broken, 25 % Crushed Metal & 25 % Odrinary Rock. | 631.89 | One Cubic Meter | |
| 56 | 55 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification MORD 2014 Clause 405. For - By Mechanical Means | 1072.36 | One Cubic Meter | |
| 57 | 56 | Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification MORD 2014 Clause 303.1. | 842.66 | One Cubic Meter | |
| 58 | 57 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification MORD 2014 Clause 503. | 7998.09 | One Square Meter | |
| 59 | 58 | 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 MORD 2014 Clause 506. with 50 mm thick with Bitumen (S-65) 60/70 - VG-30 | 7998.09 | One Square Meter | |
| 60 | 59 | 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 MORD 2014 Clause 508. For -Case - II By Mechanical Means Bitumen (S-65) VG-30 | 7998.09 | One Square Meter | |
| 61 | 60 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification MORD 2014 Clause 510 Case - I : Type A Bitumen (S-65) VG-30 By Mechanical means | 7998.09 | One Square Meter | |
| 62 | 61 | Providing and fixing trap/ Granite/ quartzite/ gneiss Guard Stone/ Indicator stone/ Boundary stone of standard size and shape including fixing in ground and white washing etc. complete.(MORTH-807) | 150 | One Number | |
| 63 | 62 | Providing & 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 MORD 2014 Clause 1703 Kilometre Stone (precast) | 3 | Each | |
| 64 | 63 | Providing & 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 MORD 2014 Clause 1703 200 m Stone | 9 | Each | |
| 65 | 64 | Sign Board of MMGSY / PMGSY Project Information : Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per MORD 2014 Clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class 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. | 1 | Each | |
| 66 | 65 | MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing MORD 2014 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. | 1 | Each | |
| 67 | 66 | Semi Reflective Traffic Signs - Providing and Fixing of Retro Reflectorised 600 mm equilateral triangle 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. | 22 | Each | |
| 68 | 67 | Semi Reflective Traffic Signs - Providing and Fixing of Retro Reflectorised 600 mm x 450 mm Rectangular 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. | 5 | Each | |
| 69 | 68 | Semi Reflective Traffic Signs - Providing and Fixing of Retro Reflectorised 900 mm x 600 mm Rectangular 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. | 2 | Each | |
| 70 | 69 | MMGSY / PMGSY Maintenance Information Board- Providing and fixing of typical MMGSY / PMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing MORD 2014 Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. | 1 | Each | |
| 71 | 70 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W \"metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MORD 2014 Clause 810)\" | 25 | One Running meter | |
| 72 | 71 | 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. | 115.725 | One Square Meter | |
| 73 | 72 | Supplying & 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. | 148 | One Number | |
| 74 | 73 | Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. | 9 | One Number | |
| 75 | 74 | Fixing in position Road Junction/ Informatory Sign Board in ground with C.C.1:4:8 block of 60cm x 60cm x 75cm size including all leads complete. | 2 | One Number | |
| 76 | 75 | Earthwork in excavation for structures as per drawing and technical specifications MORD 2014 Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. In Ordinary soil ( By Mechanical means) | 128.62 | One Cubic Meter | |
| 77 | 76 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary rock (not requiring blasting) | 197.73 | One Cubic Meter | |
| 78 | 77 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Hard rock (requiring blasting) | 205.88 | One Cubic Meter | |
| 79 | 78 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. For abutment for Normal Dewatering | 300.26 | One Cubic Meter | |
| 80 | 79 | Providing and laying reinforced cement concrete pipe 1000 mm Dia NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets MORD 2014 Clause 1106. | 7.5 | One Running Meter | |
| 81 | 80 | Providing and laying reinforced cement concrete pipe 800 mm Dia NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets MORD 2014 Clause 1106. | 15 | One Running Meter | |
| 82 | 81 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 1202 & 1203 - P.C.C grade M 10 Nominal mix 1:3:6 | 20.7 | One Cubic Meter | |
| 83 | 82 | Providing & laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications MORD 2014 Clause 802, 803, 1202 & 1203- P.C.C grade M 15 Nominal mix (1:2.5:5) | 85.36 | One Cubic Meter | |
| 84 | 83 | Providing & laying Plain/reinforced cement concrete in substructure complete as per drawings and technical specification MORD 2014 Clauses 802, 804, 805, 806, 807, 1202 and 1204 - P.C.C grade M 15 Nominal mix (1:2.5:5) | 108.46 | One Cubic Meter | |
| 85 | 84 | Providing & laying Plain/reinforced cement concrete in substructure complete as per drawings and technical specification MORD 2014 Clauses 802, 804, 805, 806, 807, 1202 and 1204. P.C.C. grade M-20 Nominal mix (1:1.5:3). | 443.13 | One Cubic Meter | |
| 86 | 85 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications MORD 2014 Clauses 800, 1205.4 and 1205.5 - R.C.C M 25 | 59.12 | One Cubic Meter | |
| 87 | 86 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification MORD 2014 Clauses 1002, 1005, 1010 & 1202 | 0.430058 | One Metric Tonne | |
| 88 | 87 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications MORD 2014 Clauses 1002, 1010 and 1202 | 7.0769 | One Metric Tonne | |
| 89 | 88 | Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD CSR for 2021-21 item 13.02 P.No.118) | 26.1 | One Square Meter | |
| 90 | 89 | Providing Expansion joint with 25 mm thick bituminous pad / compressible rbber pad (Rate as per PWD CSR for 2018-19 Br 438 Item No. 14.33, P.No.123) | 38.78 | One Square Meter | |
| 91 | 90 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. | 179.5 | One Square Meter | |
| 92 | 91 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications MORD 2014 Clauses 800 and 1206.3 | 8.65 | One Cubic Meter | |
| 93 | 92 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification MORD 2014 Clauses 614, 709, 1204.3.7 | 275 | Each | |
| 94 | 93 | Providing Stream lined R.C.C. guard stone including M15 CC including reinforcement as per approved drawing.(CD-27) | 32 | One Number | |
| 95 | 94 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lead & lift as per Technical Specification MORD 2014 Clause 202.For: Cement Concrete | 79.54 | One Cubic Meter | |
| 96 | 95 | Removing all types of Hume pipes and stacking within all lead including Earthwork and Dismantling of Masonry Works as per Technical Specification MORD 2014 Clause 202. | 25.2 | One Running Meter | |
| 97 | 96 | STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. | 20 | Each | |
| 98 | 97 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 \n | 17.78 | One Cubic Meter |
AI Tender Summary
Tender Timeline
Jul 10, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 29, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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