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Improvement/ Upgradation To (1)Yenada To Wadala(Odr-01,Mrl-04) Road In Taluka Ashtidist Wardha Pkg No. Rd/Sta/War (Ii) 07, ashti-Maharashtra

Rural Development Department has published Improvement/ Upgradation To (1)Yenada To Wadala(Odr-01,Mrl-04) Road In Taluka Ashtidist Wardha Pkg No. Rd/Sta/War (Ii) 07. Submission Date for this Tender is 14-02-2024. Road Work Tenders in ashti Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

42042297
Improvement/ Upgradation To (1)Yenada To Wadala(Odr-01,Mrl-04) Road In Taluka Ashtidist Wardha Pkg No. Rd/Sta/War (Ii) 07
Open Tender
Indian
Maharashtra
ashti
14-02-2024

Tender Details

Improvement / Upgradation To ( 1 ) Yenada To Wadala ( Odr-01, Mrl-04 ) Road In Taluka Ashtidist Wardha Pkg No. Rd / Sta / War ( Ii ) 07

Key Value

Document Fees
INR 5900 /-
EMD
INR 344000.0 /-
Tender Value
INR 6.87 Crore /-

BOQ Items

Name of Work: IMPROVEME/ UPGRADATION TO (1)Yenada To Wadala(ODR-01,MRL-04) ROAD IN TALUKA ASHTIDIST WARDHA PKG NO. RD/STA/WAR (II) 07
Sl. No. Item Description
1Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1)
2YENADA TO WADALA ROAD
3Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
4YENADA TO WADALA ROAD
5Construction of embankment with approved materials deposited at site from raodway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
6YENADA TO WADALA ROAD
7Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2with a lead upto 1000m as per technical Specification Clause 301.5
8YENADA TO WADALA ROAD
9Construction of granular sub-base by providing Grading-I material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with vibratorywheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
10YENADA TO WADALA ROAD
11Providing, 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.
12YENADA TO WADALA ROAD
13Construction of Earthen Shoulders as per Technical Specification Clause 407
14YENADA TO WADALA ROAD
15Construction of penetration macadam 50mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of S-65 (60/70 - VG-30) bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
16YENADA TO WADALA ROAD
17Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 Kg / sqm using mechanical means as per Technical specification Clause 502
18YENADA TO WADALA ROAD
19Providing and laying bituminous macadam 50 mm thick with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
20YENADA TO WADALA ROAD
21Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
22YENADA TO WADALA ROAD
23Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508. (excluding seal coat)(Rate as per Approved by CE)[Using Waste Plastic
24YENADA TO WADALA ROAD
25Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510
26YENADA TO WADALA ROAD
27Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
28YENADA TO WADALA ROAD
29Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
30YENADA TO WADALA ROAD
31Reinforced cement concrete M-15 grade 5th Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(Item No. 10.10 (I)
32YENADA TO WADALA ROAD
33Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.
34YENADA TO WADALA ROAD
35Providing & Constructing CC M-15 TBM Stone including excavation, CC M-10 for foundation, painting, lettering with MMGSY Logo, curing, finishing etc. complete.
36YENADA TO WADALA ROAD
37Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702.
38YENADA TO WADALA ROAD
39Providing and Laying hot applied thermo plastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250 gm/ sqm. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be >250m cd/ sqm/ lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/ sqm/ lux and Qd of 100 mcd/ sqm/ lux measured at the end of 2 years by means of a Standard Reflecto meter of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streak sand holes complete as per direction of Engineer-in-charge and inaccordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
40YENADA TO WADALA ROAD
41Providing 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
42YENADA TO WADALA ROAD
43Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 4 mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. (PwD SoR 2022-23, Item No. 6.33 (B)/ P.No. 57)
44(800 X 600 MM RACTANGULAR)
45YENADA TO WADALA ROAD
46Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mmmade out of 3 mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. (PwD SoR 2022-23, Item No. 6.29 (B)/ P.No. 54)
47600mm Equilateral & Triangle
48YENADA TO WADALA ROAD
49iii) 600mm Circular
50Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.
51YENADA TO WADALA ROAD
52iv) 900mm Sides Octagon
53PMGSY Citizen\" s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as peras per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottomduly rivetted with MSangles of 35 x 35x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/ Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All 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
54YENADA TO WADALA ROAD
55Sign Board of PMGSY Project Information :Providing and fixing of typical retro reflective PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of ThreePlates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to twonos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the toplevel of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer
56YENADA TO WADALA ROAD
57Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings
58YENADA TO WADALA ROAD
59Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000Kilogramtested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kilogram. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
60YENADA TO WADALA ROAD
61Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per Specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge.
62YENADA TO WADALA ROAD
63Dismantling 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 as per Technical Specification Clause 202.
64YENADA TO WADALA ROAD
65Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 900mm
66YENADA TO WADALA ROAD
67Earthwork 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 deletarious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling trenches with excavated suitable material.
68YENADA TO WADALA ROAD
69II) Ordinary Rock (not requiring blasting)
70Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
71YENADA TO WADALA ROAD
72Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203
73YENADA TO WADALA ROAD
74Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)
75YENADA TO WADALA ROAD
76Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
77YENADA TO WADALA ROAD
78Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
79YENADA TO WADALA ROAD
80Providing concrete for plain cement concrete M-15 in open foundations complete as per drawing and Technical Specification Clauses 802,803,1202 and 1203
81YENADA TO WADALA ROAD(CD WORK)
82Providing and layingP.C.C. M-20 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204
83YENADA TO WADALA ROAD
84Providing and layingR.C.C. M-25 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204 (Item No. 12.5 (IV)
85YENADA TO WADALA ROAD
86Providing weepholes in plain concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(v) :20(h) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7(Item No. 12.9 (b)
87YENADA TO WADALA ROAD
88Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106.
89YENADA TO WADALA ROAD
901000MM Ø C.D. WORK
91750 MM Ø Pipe
92Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 600mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete.
93YENADA TO WADALA ROAD
94Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope andcompacting with vibratory roller to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1
95YENADA TO WADALA ROAD
96Providing and laying filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wallto the full height compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
97YENADA TO WADALA ROAD
98Providing and laying 0.90meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
99YENADA TO WADALA ROAD
100Providing tar paper bearing including laying in proper position etc. complete.
101YENADA TO WADALA ROAD
102Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
103YENADA TO WADALA ROAD
104Supplying fitting, and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and technical spcifications Clauses 1002,1005,1010 and 1202
105YENADA TO WADALA ROAD
106Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 (Item No. 12.10 (II)
107YENADA TO WADALA ROAD
108Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
109YENADA TO WADALA ROAD
110Providing and laying cement concrete Wearing Course M-30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3(Item No. 13.5)
111YENADA TO WADALA ROAD
112Supplying fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical spcifications Clauses 1002,1010 and 1202
113YENADA TO WADALA ROAD
114Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
115YENADA TO WADALA ROAD
116Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
117YENADA TO WADALA ROAD
118Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade complete
119YENADA TO WADALA ROAD
120Providing and laying reinforced cement concrete M-20 in superstructureas per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5
121YENADA TO WADALA ROAD
122Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9
123YENADA TO WADALA ROAD
124Providing and laying filter material undermeath pitching in slopes complete as per drawing and Technical Specification Clause 1302 (Item No. 14.6)
125YENADA TO WADALA ROAD
126Providing and laying pitching on slopes laid over prepared filter media as per drawings and technical specifications Clause 1302
127YENADA TO WADALA ROAD
128Providing random rubble masonry in cement morter 1:5 in construction of toe walls for protection of slopes as per drawings and technical specifications Clause 1302.5(Item No. 14.11 (I)
129YENADA TO WADALA ROAD
130Provision For Forest Proposal
131YENADA TO WADALA ROAD
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