Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Sep 2024
Closing Date14 Oct 2024
Tender Amount₹ 49,37,92,128
Costs
EMD
₹ 24,69,000Document Cost
₹ 29,500Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_MMGSY_1083559_1Bid Award Id
ViewTender No
EE/PMGSY/2024-25/RD-PAR-A097Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en/
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Documents
BOQ Items
Compacting original ground supporting embankment,Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
1743.75
57369
32.9
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
Ordinary soil
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
13867.2
1025618
73.96
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Use only Soil +Ordinory Rock
1.Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
7626.96
639597
83.86
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 For Diversion of CD
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
2145
1219025
568.31
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.
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
9184.93
6156475
670.28
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.(II)For Grading II Material For Widning and FOR JUNCTION SUPERELEVATION,H CURVE
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
935.14
2430943
2599.55
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
2016.96
6338821
3142.76
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm., cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.
A. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
2158.32
8787837
4071.61
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars)
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
2998.8
24211831
8073.84
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. Eac straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.
A. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
624
144107
230.94
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening Eac necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete
A. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
6932
437617
63.13
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/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 Reflectometer 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 streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
1040
683810
657.51
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 AT CD WORKS AND BRIDGE LOCATION
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
10
8220
822
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 Information board
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
16
61715
3857.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm Circular
A. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
6
26506
4417.74
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm rectangular
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
8
34704
4337.95
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 Providing and Fixiing 'Logo' of PMGSY Project A)Retro Reflective sheeting class-A
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
2
18731
9365.73
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 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 Citizen/Maintenance Information Board (a) Retro Reflective Class-A Sheeting
A. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
2
37084
18541.96
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 5TH Kilometer Stone Ordinary Kilometer Stone (Precast)
A. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
1
5108
5108.09
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 Kilometer Stone Ordinary Kilometer Stone (Precast)
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
4
11896
2973.91
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 200 m stone (precast)
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
22
18349
834.05
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
15.3
62875
4109.5
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. Cat's Eye AT TURNING
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
520
190320
366
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 Boundary Pillar / Guard Stone
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
520
437003
840.39
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY SOIL FOR (NP2 Farmer Crossing AND FOR NP2- 300mm Dia)
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
731.26
54084
73.96
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter
in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. FOR NP2 Farmer Crossing
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
43
166250
3866.28
Providing and laying concrete pipe of I.S.NP.class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. FOR NP2- 300mm Dia
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
195
145080
744
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Directed by Engineer In-charge etc complete. (B)Rubble Stone Masonry in Cement Mortar 1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
111
25627
230.87
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Concrete
A. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
2.82
2643
937.29
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 as directed by Engineer in charge etc complet. 1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
60
35285
588.09
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
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
90.24
6674
73.96
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY SOIL
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
350.47
234906
670.26
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY ROCK
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
350.48
209545
597.88
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. Directed by Engineer In-charge etc complete. 1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
177.88
253956
1427.68
Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for CC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.Clause 800,1200. Directed by Engineer In-charge etc complete.
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
38.69
265065
6850.99
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing, placing in from work, compacting by needle vibrators finishing the surface with CM 1:2 if required and curing complete.Clause No. 802,803, 1202,1203. Directed by Engineer In-charge etc complete. 1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
475.77
3348469
7038
Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.Clause 1100, 1106,1107. as directed by Engineer in charge etc complet. 1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
180
1358957
7549.76
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 Technical Specification Clause 1701.
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
250
468
1.87
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701.
1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
132.37
24075
181.88
I) 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.
A. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
30
9103
303.42
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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Directed by Engineer In-charge etc complete. 1. Upgradation of Road of Road from SH- 249 TO Degaon - District border (VR -24, MRL- 05)KM 0/00 TO KM 5/200 Tq. Purna Dist. Parbhani.
960.68
643925
670.28
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. In area of thorny jungle(40%)
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
0.48
15830
32978.7
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. In area of thorny jungle(40%)
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
0.72
19102
26530.8
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
1687.5
55519
32.9
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 Open Drain
Ordinary soil
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
8573.08
634065
73.96
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
Ordinary Rock
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
909.23
98815
108.68
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
Hard Rock
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
64.95
5920
91.14
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Use only Soil +Ordinory Rock
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
5689.39
477112
83.86
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 For Diversion of CD
B. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
2656.74
1466999
552.18
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.
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
9159
5984949
653.45
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.(II)For Grading I Material For Widning and FOR JUNCTION SUPERELEVATION,H CURVE
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
1239.3
2552450
2059.59
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
1858.95
4601756
2475.46
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm., cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
1239.3
4314623
3481.5
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars)
B. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
1721.25
12899323
7494.16
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. Eac straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
360
83138
230.94
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening Eac necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
3999
252457
63.13
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/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 Reflectometer 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 streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
600
394506
657.51
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 AT CD WORKS AND BRIDGE LOCATION
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
7
5754
822
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm Equilataral
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
9
34715
3857.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm Circular
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
4
17671
4417.74
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm rectangular
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
8
34704
4337.95
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 Providing and Fixiing 'Logo' of PMGSY Project A)Retro Reflective sheeting class-A
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
2
18731
9365.73
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 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 Citizen/Maintenance Information Board (a) Retro Reflective Class-A Sheeting
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
2
37084
18541.96
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 Kilometer Stone Ordinary Kilometer Stone (Precast)
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
3
8922
2973.91
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 200 m stone (precast)
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
12
10009
834.05
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
9
36986
4109.5
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. Cat's Eye AT TURNING 2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
300
109800
366
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 Boundary Pillar / Guard Stone
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
300
252117
840.39
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY SOIL FOR (NP2 Farmer Crossing AND FOR NP2- 300mm Dia)
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
416.81
30827
73.96
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter
in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. FOR NP2 Farmer Crossing
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
18
69593
3866.28
Providing and laying concrete pipe of I.S.NP.class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. FOR NP2- 300mm Dia
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
113
84072
744
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Directed by Engineer In-charge etc complete. (B)Rubble Stone Masonry in Cement Mortar 2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
44.87
10359
230.87
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Concrete
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
1.14
1069
937.29
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 as directed by Engineer in charge etc complete. 2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
45
26464
588.09
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY SOIL
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
236.79
158711
670.26
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY ROCK
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
236.79
141572
597.88
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. Directed by Engineer In-charge etc complete. 2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
202.64
179886
887.71
Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for CC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.Clause 800,1200. Directed by Engineer In-charge etc complete.
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
44.15
274681
6221.54
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing, placing in from work, compacting by needle vibrators finishing the surface with CM 1:2 if required and curing complete.Clause No. 802,803, 1202,1203. Directed by Engineer In-charge etc complete. 2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
462.59
2997838
6480.55
Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.Clause 1100, 1106,1107. as directed by Engineer in charge etc complete. 2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
120
905970
7549.75
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 Technical Specification Clause 1701.
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
175
327
1.87
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701.
2. Upgradation of Road of Road from SH- 235 TO Maher Road (VR-79, TR-05) KM 0/00 TO KM 3/00 Tq. Purna Dist. Parbhani.
89.38
16212
181.38
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. In area of thorny jungle(40%)
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
0.4
13191
32978.7
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. In area of thorny jungle(40%)
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
0.6
15918
26530.8
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.
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
4500
71100
15.8
Compacting original ground supporting embankment,Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
731.25
24058
32.9
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 Open Drain
Ordinary soil
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
7395.6
546979
73.96
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Use only Soil +Ordinory Rock
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
3697.8
310098
83.86
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 For Diversion of CD
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
1541.32
850331
551.69
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.
C. Upgradation of Road of Road from SH- 61 TO Kanadkheda -2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
4674.53
3054572
653.45
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.(II)For Grading II Material For Widning and FOR JUNCTION SUPERELEVATION,H CURVE
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
319.16
724902
2271.28
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
1177.34
3221850
2736.55
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm., cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.
C. Upgradation of Road of Road from SH- 61 TO Kanadkheda -2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
1032.75
3834446
3712.85
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars)
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
1434.38
11075536
7721.48
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. Eac straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.
C. Upgradation of Road of Road from SH- 61 TO Kanadkheda -2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
300
69282
230.94
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening Eac necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete
C. Upgradation of Road of Road from SH- 61 TO Kanadkheda -2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
3332.33
210370
63.13
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/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 Reflectometer 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 streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
500
328755
657.51
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 AT CD WORKS AND BRIDGE LOCATION
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
5
4110
822
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 Information board
3.Upgradation of Road of Road from SH- 61 TO Kanadkheda -2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
8
30858
3857.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm Circular
C. Upgradation of Road of Road from SH- 61 TO Kanadkheda -2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
6
26506
4417.74
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm rectangular
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
6
26028
4337.95
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 Providing and Fixiing 'Logo' of PMGSY Project A)Retro Reflective sheeting class-A
C. Upgradation of Road of Road from SH- 61 TO Kanadkheda -2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
2
18731
9365.73
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 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 Citizen/Maintenance Information Board (a) Retro Reflective Class-A Sheeting
C. Upgradation of Road of Road from SH- 61 TO Kanadkheda -2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
2
37084
18541.96
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 Kilometer Stone Ordinary Kilometer Stone (Precast)
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
3
8922
2973.91
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 200 m stone (precast)
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
10
8341
834.05
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
7.2
29588
4109.5
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. Cat's Eye AT TURNING
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
250
91500
366
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 Boundary Pillar / Guard Stone
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
250
210098
840.39
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY SOIL FOR (NP2 Farmer Crossing AND FOR NP2- 300mm Dia)
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
358.32
26501
73.96
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter
in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. FOR NP2 Farmer Crossing
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
13
50262
3866.28
Providing and laying concrete pipe of I.S.NP.class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. FOR NP2- 300mm Dia
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
98
72912
744
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Directed by Engineer In-charge etc complete. (B)Rubble Stone Masonry in Cement Mortar 3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
43.69
10087
230.87
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Concrete
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
1.11
1040
937.29
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 as directed by Engineer in charge etc complet. 3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
22.5
13232
588.09
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
45.12
3337
73.96
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY SOIL
3.. Upgradation of Road of Road from SH- 61 TO Kanadkheda -2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
136.66
91598
670.26
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY ROCK
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
136.66
81706
597.88
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. Directed by Engineer In-charge etc complete. 3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
54.65
60083
1099.41
Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for CC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.Clause 800,1200. Directed by Engineer In-charge etc complete.
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
23.29
150647
6468.32
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing, placing in from work, compacting by needle vibrators finishing the surface with CM 1:2 if required and curing complete.Clause No. 802,803, 1202,1203. Directed by Engineer In-charge etc complete. 3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
321.37
2152890
6699.1
Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.Clause 1100, 1106,1107. as directed by Engineer in charge etc complete. 3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
90
679478
7549.76
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 Technical Specification Clause 1701.
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
125
234
1.87
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701.
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
61.51
11187
181.88
I) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.
3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
15
4551
303.42
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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Directed by Engineer In-charge etc complete. 3. Upgradation of Road of Road from SH- 61 To Kanadkheda-2 (VR -87, L- 10)KM 0/00 TO KM 2/500 Tq. Purna Dist. Parbhani.
318.6
208189
653.45
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. In area of thorny jungle(40%)
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
0.67
22096
32978.7
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. In area of thorny jungle(40%)
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
1.01
26796
26530.8
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.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
12000
189600
15.8
Compacting original ground supporting embankment,Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
2362.5
77726
32.9
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 Open Drain
Ordinary soil.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
8820
652327
73.96
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Use only Soil +Ordinory Rock
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
5733
480769
83.86
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 For Diversion of CD
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
2726.07
1505281
552.18
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.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
7715.5
5041693
653.45
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
D. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
2640.78
6859479
2597.52
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm., cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
1760.52
6319668
3589.66
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars)
D. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
2448
18605853
7600.43
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. Eac straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
504
116394
230.94
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening Eac necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
5599
353465
63.13
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/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 Reflectometer 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 streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
840
552308
657.51
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 AT CD WORKS AND BRIDGE LOCATION
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
15
12330
822
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 Information board
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
13
50143
3857.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm Circular.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
6
26506
4417.74
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm rectangular.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
8
34704
4337.95
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 Providing and Fixiing 'Logo' of PMGSY Project A)Retro Reflective sheeting class-A.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
2
18731
9365.73
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 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 Citizen/Maintenance Information Board (a) Retro Reflective Class-A Sheeting.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
2
37084
18541.96
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 Kilometer Stone Ordinary Kilometer Stone (Precast)
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
4
11896
2973.91
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 200 m stone (precast)
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
17
14179
834.05
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
12.6
51780
4109.5
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. Cat's Eye AT TURNING.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
420
153720
366
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 Boundary Pillar / Guard Stone.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
420
352964
840.39
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 paced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)""
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
100
395960
3959.6
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY SOIL FOR (NP2 Farmer Crossing AND FOR NP2- 300mm Dia)
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
592.32
43808
73.96
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter
in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. FOR NP2 Farmer Crossing
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
33
127587
3866.28
Providing and laying concrete pipe of I.S.NP.class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. FOR NP2- 300mm Dia
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
158
117552
744
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Directed by Engineer In-charge etc complete. (B)Rubble Stone Masonry in Cement Mortar 4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
76.74
17717
230.87
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Concrete.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
1.95
1828
937.29
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 as directed by Engineer in charge etc complete.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
67.5
39696
588.09
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY SOIL
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
371.41
248941
670.26
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . ORDINARY ROCK
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
371.41
222059
597.88
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side as directed by Engineer in charge etc complet.Clause No. 305.1 . HARD ROCK
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
117.8
123785
1050.81
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. Directed by Engineer In-charge etc complete. 4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
138.76
136912
986.68
Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for CC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.Clause 800,1200. Directed by Engineer In-charge etc complete.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
85.95
544657
6336.91
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing, placing in from work, compacting by needle vibrators finishing the surface with CM 1:2 if required and curing complete.Clause No. 802,803, 1202,1203. Directed by Engineer In-charge etc complete.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
555.26
3655121
6582.72
Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.Clause 1100, 1106,1107. as directed by Engineer in charge etc complete. 4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
190
1434454
7549.76
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 Technical Specification Clause 1701.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
375
701
1.87
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701.
4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
177.22
32233
181.88
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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Directed by Engineer In-charge etc complete. 4. Upgradation of Road of Road from MDR-16 TO NILA ROAD (VR -56, MRL- 01)KM 0/00 TO KM 4/200 Tq. Purna Dist. Parbhani.
1135.01
741638
653.42
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.In area of thorny jungle(40%). 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
0.64
21106
32978.7
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.In area of non-thorny jungle(60%). 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
0.96
25470
26530.8
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. I.NO.3.2. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
15000
237000
15.8
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
2250
74025
32.9
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
8955.75
662367
73.96
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
5040
422654
83.86
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
3117.33
1721327
552.18
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.es of coarse aggregate, watering and compacting to the required density etc. complete. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
5907
3859929
653.45
Providing, laying, spreading and compacProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
1301.27
3317861
2549.71
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm., cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
1652.4
5861559
3547.3
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars). 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
2295
17347469
7558.81
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. Eac straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
480
110851
230.94
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening Eac necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
5332
336609
63.13
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/sqm/lux. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
800
526008
657.51
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. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
6
4932
822
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm Equilataral. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
12
46286
3857.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm Circular. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
10
44177
4417.74
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm rectangular. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
8
34704
4337.95
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.A)Retro Reflective sheeting class-A. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
2
18731
9365.73
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 750mmsize 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 ofClass-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 emissionscomplying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shallbe 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 A)Retro Reflective Class-A Sheeting. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
2
37084
18541.96
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.Ordinary Kilometer Stone (Precast). 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
4
11896
2973.91
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. 200 m stone (precast). 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
16
13345
834.05
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
11.7
48081
4109.5
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. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
400
146400
366
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
400
336156
840.39
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
28
108256
3866.28
Providing and laying concrete pipe of I.S.NP.class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
150
111600
744
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar . 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
43.69
10087
230.87
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(B) Cement Concrete. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
1.11
1040
937.29
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. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
22.5
13232
588.09
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
154.17
103334
670.26
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II)Ordinary rock (not requiring blasting). 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
154.17
92167
597.83
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
61.66
58449
947.92
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,(P.C.C grade M 10) Nominal mix 1:3:6. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
24.21
152323
6291.72
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,P.C.C grade M 15. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
315.5
2064225
6542.71
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
80
603981
7549.76
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 Technical Specification Clause 1701. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
150
281
1.87
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701. 5) UPGRADATION AND MAINTENANCE OF ROAD FROM SH235 TO NAVA NAVALGAON ROAD CH-0/00 TO 5/00, BLOCK - PALAM, DIST.PARBHANI.
72.49
13184
181.88
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.In area of thorny jungle(40%).-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
0.78
25723
32978.7
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.In area of non-thorny jungle(60%).-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
1.18
31306
26530.8
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. I.NO.3.2.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
7920
125136
15.8
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
1188
39085
32.9
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
13455.49
995168
73.96
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
5086
426512
83.86
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
1513.95
835973
552.18
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.es of coarse aggregate, watering and compacting to the required density etc. -
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
8440.18
5515236
653.45
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.(II)For Grading II Material.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
454.53
944141
2077.18
Providing, laying, spreading and compacProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
1626.58
4061831
2497.16
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm., cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. -
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
2062.44
7220046
3500.73
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars).-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
2868.75
21553062
7513.05
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. Eac straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. -
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
588
135793
230.94
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening Eac necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. -
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
6532
412365
63.13
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/sqm/lux.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
980
644360
657.51
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.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
8
6576
822
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm Equilataral.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
15
57858
3857.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm Circular.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
8
35342
4417.74
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm rectangular. -
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
8
34704
4337.95
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.A)Retro Reflective sheeting class-A.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
2
18731
9365.73
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 750mmsize 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 ofClass-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 emissionscomplying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shallbe 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 A)Retro Reflective Class-A Sheeting.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
2
37084
18541.96
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.Ordinary Kilometer Stone (Precast).-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
5
14870
2973.91
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. 200 m stone (precast).-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
20
16681
834.05
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
14.4
59177
4109.5
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. -
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
490
179340
366
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
490
411791
840.39
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
38
146919
3866.28
Providing and laying concrete pipe of I.S.NP.class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
188
139872
744
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar .-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
105.09
24262
230.87
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(B) Cement Concrete.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
2.67
2503
937.29
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
75
44107
588.09
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
364.02
243988
670.26
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II)Ordinary rock (not requiring blasting).-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
364.02
217622
597.83
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II)HARD rock ( requiring blasting).-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
117.8
123785
1050.81
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
136.19
123294
905.31
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,(P.C.C grade M 10) Nominal mix 1:3:6 .-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
50.18
313226
6242.05
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,P.C.C grade M 15.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
635.71
4131301
6498.72
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
190
1434454
7549.76
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 Technical Specification Clause 1701.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
200
374
1.87
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
113.57
20656
181.88
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.-
6) Upgradation and Maintanance of Road From MSH-16 to Kerwadi- Ganeshwadi-Adgaon Road Km 0/00 to 4/900 Block:-Palam Dist:-Parbhani.
15
4551
303.42
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.In area of thorny jungle(40%) 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
0.4
13191
32978.7
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.In area of non-thorny jungle(60%) 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
0.61
16184
26530.8
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. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
6150
97170
15.8
Compacting original ground supporting embankmentLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
1420.31
46728
32.9
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 Ordinary soil 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
7545.58
558071
73.96
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
4632.89
388514
83.86
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
1414.25
780921
552.18
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. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
4450.63
2908264
653.45
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.(II)For Grading II Material 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
323.01
771303
2387.86
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
1001.98
2886033
2880.33
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm., cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete .7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
1043.08
4005695
3840.26
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
1448.72
11367582
7846.66
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. Eac straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
312
72053
230.94
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening Eac necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
3365.74
212479
63.13
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter
in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
18
69593
3866.25
Providing and laying concrete pipe of I.S.NP.class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
98
72912
744
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/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 Reflectometer 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 streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
505
332043
657.51
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 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
10
8220
822
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm equilateral triangle 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
8
30858
3857.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm Circular 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
8
35342
4417.74
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm x 450 Reactangle 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
6
26028
4337.95
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 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
2
18731
9365.73
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
2
37084
18541.96
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, Ordinary Kilometer Stone (Precast) 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
3
8922
2973.91
200 m stone (precast) 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
10
8341
834.05
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
7.2
29588
4109.5
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. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
253
92598
366
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
252
211778
840.39
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
99.19
22900
230.87
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(B) Cement Concrete 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
2.52
2362
937.29
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. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
67.5
39696
588.09
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.1)Ordinary soil 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
754.34
505604
670.26
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II)Ordinary rock (not requiring blasting) 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
239.73
143318
597.83
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II)HARD rock ( requiring blasting) 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
47.97
50407
1050.81
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
157.72
179717
1139.47
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,(P.C.C grade M 10) Nominal mix 1:3:6 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
332.28
2188067
6585.01
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,P.C.C grade M 15 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
650.91
4466310
6861.64
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
300
2264928
7549.76
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 Technical Specification Clause 1701 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
250
468
1.87
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
115.29
20969
181.88
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. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
836.33
546500
653.45
I) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
38
11530
303.42
Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301, as directed by Engineer in Charge. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
135.75
327563
2412.99
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 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, laying and fixing of 125 micron thick polythene film, wedges, 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,, as directed by Engineer in Charge. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
49.5
449731
9085.48
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3, as directed by Engineer in Charge. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
37.21
538002
14458.52
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. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
362.32
73555
203.01
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling below raft and in cantilever return 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
123.07
377463
3067.06
Providing and fixing Pressure relief pipes of 100 mm. Diameter AC / PVC pipes as per drawing for R.C.C. raft, galleries etc. complete as directed by engineer in charge. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
8
8400
1050.01
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 15(Nominal mix 1:1.5:3) Below cutt off 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
46.35
302653
6529.73
Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 Cutoff Wall 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
32.36
228885
7074.18
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)R.C.C. grade M 30 BOX CELL RCC M-25 SUBSTRUCTURE 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
85.83
692695
8071.02
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (iii)R.C.C. grade M 30 for Deck slab SOR 2021-22 I.NO.13.1 (iii) RCC M-25 SUPER SRTUCTURE 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
23.01
199386
8667.06
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 FOR RAFT 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
3.73
294398
79032.91
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 FOR NOMINAL MASS CONCRETE 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
6.01
476968
79387.52
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 FOR BOX CELL CONCRETE 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
1.73
141043
81726.37
Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD CSR for 2019-20) 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
59.86
51088
853.45
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, as directed by Engineer in Charge. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
52.9
128502
2429.14
Providing and fixing in position 90cm thick flexible mat as per detail drawing including laying and compaction consolidation 15 cm to 23 cm soling consolidation of 60 mm size metal in two layer and compaction of 40 mm in single layer with watering etc. complete as directed by engineer in charge. 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
68.37
120238
1758.64
Construction of Pipe. railing of tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 7)SH 234 TO DONGARJAWALA -ODR-43 CH-0/00 TO 2/525, Block - Ganagakhed, Dist.Parbhani.
13.8
28840
2089.88
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.In area of thorny jungle(40%) 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
0.65
21436
32978.7
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.In area of non-thorny jungle(60%) 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
0.97
25735
26530.8
Compacting original ground supporting embankmentLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
2278.13
74950
32.9
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 Ordinary soil 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
11317.4
837035
73.96
Ordinary Rock 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
672.03
73036
108.68
Hard Rock 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
134.41
12250
91.14
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
5529.36
463692
83.86
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
1294.31
714692
552.18
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. 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
9112.5
5954563
653.45
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.(II)For Grading II Material 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
1755.07
4190861
2387.86
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
2509.59
7228439
2880.33
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm., cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
1673.06
6425001
3840.26
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
2323.69
18233229
7846.66
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. Eac straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete. 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
492
113622
230.94
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening Eac necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
5399
340839
63.13
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter
in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
33
127587
3866.28
Providing and laying concrete pipe of I.S.NP.class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
158
117552
744
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/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 Reflectometer 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 streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
810
532583
657.51
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 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
8
6576
822
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm equilateral triangle 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
12
46226
3852.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm circle 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
8
35342
4417.74
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm X 450 mm Reactangle 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
10
43380
4337.95
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 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
2
18731
9365.73
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
2
37084
18541.96
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, Ordinary Kilometer Stone (Precast) 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
4
11896
2973.91
200 m stone (precast) 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
16
13345
834.05
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
12.6
51780
4109.5
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. 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
405
148230
366
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
404
339518
840.39
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 paced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)"" 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
100
395960
3959.6
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
11.81
2727
230.87
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(B) Cement Concrete 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
0.3
281
937.29
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. 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
7.5
4411
588.09
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.1)Ordinary soil 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
195.14
130795
670.26
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II)Ordinary rock (not requiring blasting) 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
195.14
116661
597.83
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
246.39
299608
1215.99
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,(P.C.C grade M 10) Nominal mix 1:3:6 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
66.16
436935
6604.21
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,P.C.C grade M 15 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
681.89
4650122
6819.46
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
130
981469
7549.76
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 Technical Specification Clause 1701 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
200
374
1.87
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
96.08
17475
181.88
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. 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
696.94
455415
653.45
I) 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 8)SH-249 TO KUNDGIRWADI-REVHA TANDA ROAD KM 0/000 TO 4/050 TQ. GANGAKHED
113
34286
303.42
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.In area of thorny jungle(40%) 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
0.8
26383
32978.7
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.In area of non-thorny jungle(60%) 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
1.2
31837
26530.8
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. 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
6187.5
97763
15.8
Compacting original ground supporting embankmentLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
1884.38
61996
32.9
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 Ordinary soil 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
11011
814374
73.96
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
6300
528318
83.86
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
1673.07
923836
552.18
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. 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
8101.36
5293834
653.45
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
2845.75
8332726
2928.13
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm., cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
2065.5
8019531
3882.61
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
2868.76
22629582
7888.28
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. Eac straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete. 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
600
138564
230.94
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening Eac necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
6665.79
420811
63.13
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter
in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
38
146919
3866.28
Providing and laying concrete pipe of I.S.NP.class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
125
93000
744
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/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 Reflectometer 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 streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). 9) SH-234 TODHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
1000
657510
657.51
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 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
6
4932
822
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm equilateral triangle 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
15
57858
3857.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm Circle 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
6
26506
4417.74
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm x450 mm rectangle 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
6
26028
4337.95
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 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
2
18731
9365.73
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
2
37084
18541.96
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, Ordinary Kilometer Stone (Precast) 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
5
14870
2973.91
200 m stone (precast) 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
20
16681
834.05
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
15.3
62875
4109.5
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. 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
500
183000
366
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
500
420195
840.39
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
79.11
18264
230.87
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(B) Cement Concrete 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
2.01
1884
937.29
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. 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
52.5
30875
588.09
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.1)Ordinary soil 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
120.5
80766
670.26
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II)Ordinary rock (not requiring blasting) 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
120.5
72039
597.83
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
85.51
107294
1254.75
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,(P.C.C grade M 10) Nominal mix 1:3:6 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
28.48
189342
6649.4
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,P.C.C grade M 15 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
248.11
1701903
6859.47
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
80
603981
7549.76
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 Technical Specification Clause 1701 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
150
281
1.87
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
68.63
12482
181.88
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. 9) SH-234 TO DHARASUR ROAD CH-0/00 TO 5/000, Block - Ganagakhed, Dist.Parbhani.
497.81
325294
653.45
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.In area of thorny jungle(40%) 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
0.32
10553
32978.7
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.In area of non-thorny jungle(60%) 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
0.48
12735
26530.8
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. 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
5062.5
79988
15.8
Compacting original ground supporting embankmentLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
208.13
6847
32.9
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 Ordinary soil 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
7431.38
549625
73.96
Ordinary Rock 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
9417
1023440
108.68
Hard Rock (REQUIRED BLASTING) 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
6771.02
617111
91.14
Hard Rock( BLASTING PROHIBITED) 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
1934.58
903178
466.86
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
13413.82
1124883
83.86
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
6659.62
3677309
552.18
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. 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
3013.5
1969172
653.45
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.(II)For Grading II Material 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
265.3
633499
2387.86
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
679.91
1958365
2880.33
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm., cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
824.77
3167331
3840.26
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
1158.22
9088159
7846.66
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. Eac straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete.
10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
240
55426
230.94
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening Eac necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
2666
168305
63.13
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter
in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
8
30930
3866.28
Providing and laying concrete pipe of I.S.NP.class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
75
55800
744
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/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 Reflectometer 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 streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
400
263084
657.71
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 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
8
6576
822
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm equilateral triangle 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
6
23143
3857.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm Circle 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
6
26506
4417.74
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm x 450 mm Rectangle 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
8
34704
4337.95
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 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
2
18731
9365.73
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
2
37084
18541.96
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, Ordinary Kilometer Stone (Precast) 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
2
5948
2973.91
200 m stone (precast) 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
8
6672
834.05
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective
10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
6.3
25890
4109.5
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. 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
200
73200
366
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
200
168078
840.39
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 paced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)"" 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
180
712728
3959.6
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
51.95
11994
230.87
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(B) Cement Concrete 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
1.32
1237
937.29
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. 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
30
17643
588.09
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.1)Ordinary soil 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
207.24
138905
670.26
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II)Ordinary rock (not requiring blasting) 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
207.24
123894
597.83
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
251.8
306186
1215.99
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,(P.C.C grade M 10) Nominal mix 1:3:6 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
90.92
600426
6604.21
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,P.C.C grade M 15 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
1156.61
7887483
6819.46
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
120
905971
7549.76
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 Technical Specification Clause 1701 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
200
374
1.87
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
97.2
17679
181.88
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. 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
577.46
377338
653.45
I) 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 10) SH-234 TO UNDEGAON ROAD KM 0/000 TO 2/000 TQ. GANGAKHED (VR-59,L-58)
263
79799
303.42
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.In area of thorny jungle(40%) 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
0.48
15830
32978.7
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.In area of non-thorny jungle(60%) 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
0.72
19102
26530.8
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.
11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
9000
142200
15.8
Compacting original ground supporting embankmentLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
2700
88830
32.9
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 Ordinary soil 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
5737.42
424340
73.96
Ordinary Rock 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
10710
1163963
108.68
Hard Rock (REQUIRED BLASTING 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54) )
4331.64
394786
91.14
Hard Rock( BLASTING PROHIBITED) 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
1237.61
577791
466.86
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
7818.41
655652
83.86
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
2640.97
1500890
568.31
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. 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
5477.4
3671392
670.28
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.(II)For Grading II Material 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
83.54
191206
2288.88
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
2044.85
5642975
2759.61
Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm., cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
1239.3
4625179
3732.09
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars) 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
1721.25
13323129
7740.38
Providing and fixing in position 25mm dia anti corrosive MS dowel bars of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling. Eac straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc. complete. 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
360
83138
230.94
Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia. 70 cms. long and at 30.00 cm. C/C and wherever directed including handling, straightening Eac necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
3998.68
252437
63.13
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter
in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
50
193314
3866.28
Providing and laying concrete pipe of I.S.NP.class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
150
111600
744
Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/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 Reflectometer 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 streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
600
394506
657.51
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 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
15
12330
822
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm equilateral triangle 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
9
34715
3857.19
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mm Circle 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
8
35342
4417.74
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701,600 mmx 450 mm Renctangle 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
8
34704
4337.95
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 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
2
18731
9365.73
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
2
37084
18541.96
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, Ordinary Kilometer Stone (Precast) 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
3
8922
2973.91
200 m stone (precast) 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
12
10009
834.05
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
9
36986
4109.5
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.
11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
300
109800
366
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
300
252117
840.39
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 paced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)"" 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
50
197980
3959.6
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
127.52
29441
230.87
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(B) Cement Concrete 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
3.24
3037
937.29
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. 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
82.5
48517
588.09
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.1)Ordinary soil 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
475.16
318481
670.26
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II)Ordinary rock (not requiring blasting) 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
197.69
118185
597.83
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.II)HARD rock ( requiring blasting) 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
441.89
464342
1050.81
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
182.19
203508
1117.01
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,(P.C.C grade M 11) Nominal mix 1:3:6 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
71.99
467106
6488.84
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,P.C.C grade M 15 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
897.81
6030841
6717.28
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
220
1660947
7549.76
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 Technical Specification Clause 1701 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
360
673
1.87
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
193.07
35116
181.88
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. 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
758.17
508186
670.28
I) 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 11)MDR-19 TO WAGHDARI TO DISTRICT BORDER ROAD(VR-72,L-54)
75
22757
303.42
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