Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Jul 2024
Closing Date23 Jul 2024
Tender Amount₹ 6,21,05,667
Costs
EMD
₹ 13,38,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135425_1Bid Award Id
ViewTender No
EE/PMGSY/YTL/NIT/115/24-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.ORDINARY SOIL UP 3.0 TO 6.0 M Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
40.75
26013
638.45
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.A1]B1) For raft with cut off in sandy strata Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
186.2
47955
257.55
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.A2]B2) Other strata like B.C. Soil, Soft murum etc. Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
258.72
49130
189.9
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Levelling Course
53.39
306394
5738.8
Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Footing Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
105.48
604541
5731.4
Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement) Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
84.3
570104
6762.8
Providing and laying in situ/ ready mix concrete controlled reinforced cement concrete M-25 of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine agreegates of required specifications etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
86.96
588059
6762.8
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
15
12384
825.6
Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (Item No. 17.40 / P.No. 133 ) Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
71.89
646282
8990.5
Reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
180.76
1314859
7274.2
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
141.12
316391
2242
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
174
31859
183.1
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
559.41
1177865
2105.55
Providing Tar paper bearing of approved quality in proper size etc. complete. Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
57.73
5311
92
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
79
108715
1376.15
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
90.91
804524
8849.55
Expansion joint with 25 mm thich bitumenous pad.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
21.25
21101
993
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
10.13
123838
12231
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
11.18
701512
62748.2
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
11.21
706860
63030.9
Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
6.03
391810
64933.75
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
82.39
150661
1828.7
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
57.3
96223
1679.3
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 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
362.82
52663
145.15
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border. Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
0.75
4090
5454
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
1455
3928
2.7
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 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
3636.44
221095
60.8
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 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
468.22
34133
72.9
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 as per technical Specification Clause 301.5 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
39.98
19602
490.35
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.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
225
6322
28.1
Construction of Subgrade Layer with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
489.6
253221
517.2
Granular sub-base course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
147.81
170912
1156.3
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.WBM G-II Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
125.53
331531
2641.05
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 3 as per Technical Specification Clause 405.WBM G-III Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
55.62
129989
2337.1
Construction of Earthen Shoulders as per Technical Specification Clause 407.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
55.38
28642
517.2
Providing 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 0.70- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502. Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
731.25
54514
74.55
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
731.25
11297
15.45
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
731.25
127712
174.65
Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
731.25
46873
64.1
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)" Crash Barrier Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
60
197979
3299.65
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
67.5
42541
630.25
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. 600 MM NP2 PIPE Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
15
26845
1789.7
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
75
32343
431.25
Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
1
14907
14907.35
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.900 MM EQUILATERAL TRIANGLE Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
2
9441
4720.75
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.600 MM EQUILATERAL TRIANGLE Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
2
7665
3832.95
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.Warning Board [ 0.600 x 0.800 ] Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
2
11215
5607.5
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.HAZARD MARKER BOARD Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
4
22430
5607.5
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 directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
2
48213
24106.7
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
20
24980
1249
Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
166.27
1101705
6626
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
34.45
62533
1815.05
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
13.78
32475
2356.7
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 RUBBLE MASONRY WALL.Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
150
866460
5776.4
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra
for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item No. 14.2 / P.No. 55) GABIAN WALL Construction of Minor Bridge in KM 2/740 on SH-273 Vitholi To Ichora Road TQ Arni Dist Yavatmal
162
419296
2588.25
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202.(I) Manual Means (B) Cement Concrete CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
214.38
162485
757.95
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202.UP TO 600 MM HUME PIPE CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
37.5
13085
348.95
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. ORDINARY SOIL CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
420.67
226173
537.65
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.II. ORDINARY ROCK (NOT REQUIRED BLASTING) CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
147.69
99255
672.05
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.IV. HARD ROCK (REQUIRED BLASTING) CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
68.45
71297
1041.6
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.A1] For Abutment CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
247.5
30244
122.2
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.A2] For Pier CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
71.54
42051
587.8
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.A3] For Return CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
137.41
7770
56.55
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Levelling Course CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
23.37
134115
5738.8
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
32.89
191443
5821.25
Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Footing CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
46.63
267255
5731.4
Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (Item No. 17.40 / P.No. 133 ) CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
150.29
1351209
8990.5
Reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
145.4
1057702
7274.2
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
82
15014
183.1
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 FOR SLAB CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
89.25
789822
8849.55
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
11.81
144478
12231
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
11.84
746386
63030.9
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
6.25
405673
64933.75
Providing Tar paper bearing of approved quality in proper size etc. complete. CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
19.33
1795
92.9
Expansion joint with 25 mm thich bitumenous pad. CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
20.24
20299
1002.95
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
65.41
90016
1376.15
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
59.91
100606
1679.3
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
205.39
432466
2105.55
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
77.23
141235
1828.7
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 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
478.84
69502
145.15
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border. CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
0.75
4090
5454
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
1710
4617
2.7
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 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
4872.34
296238
60.8
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 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
480.94
35060
72.9
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 as per technical Specification Clause 301.5 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
1688.52
827966
490.35
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. CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
210
5901
28.1
Construction of Subgrade Layer with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
492.06
254493
517.2
Granular sub-base course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
166.48
197603
1186.95
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.CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
131.15
346373
2641.05
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 3 as per Technical Specification Clause 405.CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
65.72
153594
2337.1
Construction of Earthen Shoulders as per Technical Specification Clause 407.CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
67.63
34978
517.2
Providing 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 0.70- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502. CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
693.75
51719
74.55
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
693.75
10718
15.45
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
693.75
123591
178.15
Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
693.75
44989
64.85
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)" CRASH BARRIER CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
100
329965
3299.65
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. Painting on Approaches on both side CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
63
39705
630.25
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. 600 MM DIA PIPE CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
22.5
40268
1789.7
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
70
30187
431.25
Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. LOGO OF PMGSY PROJECT CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
1
14907
14907.35
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.900 MM EQUILATERAL TRIANGLE CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
9441
4720.75
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting 600 mm equilatral and triangle CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
7665
3832.95
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Warning Board [ 0.600 x 0.800 ] CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
11215
5607.5
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Hazard Marker CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
11215
5607.5
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 directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
48213
24106.7
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
40
49960
1249
Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204.CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
83.14
550885
6626
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
5.2
9438
1815.05
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2.26
5326
2356.7
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
42
242608
5776.4
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item No. 14.2 / P.No. 55) CONSTRUCTION OF MINOR BRIDGE IN KM 6/910 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
54
139765
2588.25
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
110.25
83563
757.95
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202.UP TO 600 MM HUME PIPECONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
60
20937
348.95
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
449.45
241646
537.65
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.II. ORDINARY ROCK (NOT REQUIRED BLASTING) CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
146.74
98616
672.05
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.IV. HARD ROCK (REQUIRED BLASTING) CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
71.14
74099
1041.6
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.A1] For Abutment CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
251.15
30690
122.2
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.A2] For Pier CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
83.86
49292
587.8
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.A3] For Return CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
170.11
9619
56.55
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Levelling Course CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
31.07
178304
5738.8
Filling annular space around footing in rock as per technical specification Clause 1203.4.3.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
12.3
71622
5821.25
Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Footing CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
33.65
192861
5731.4
Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (Item No. 17.40 / P.No. 133 ) CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
170.6
1533790
8990.5
Reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
160
1163878
7274.2
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
68
12450
183.1
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
120.38
1065285
8849.55
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
13.5
165118
12231
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
18.63
1174360
63030.9
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
8.61
558806
64933.75
Providing Tar paper bearing of approved quality in proper size etc. complete. CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
24.84
2285
92
Expansion joint with 25 mm thich bitumenous pad.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
23.45
23285
993
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
72.56
99856
1376.15
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
69.3
116375
1679.3
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
261.95
551546
2105.55
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
75.63
138300
1828.7
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 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
601.91
87367
145.15
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border. CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
0.75
4090
5454
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
1971
5321
2.7
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 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
5232.78
318153
60.8
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 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
582.78
42484
72.9
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 as per technical Specification Clause 301.5 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
166.15
81473
490.35
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.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
315
8851
28.1
Construction of Subgrade Layer with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
661.14
341941
517.2
Granular sub-base course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
189.21
224582
1186.95
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. CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
161.53
426608
2641.05
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 3 as per Technical Specification Clause 405.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
85.41
199611
2337.1
Construction of Earthen Shoulders as per Technical Specification Clause 407.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
81.08
41934
517.2
Providing 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 0.70- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
956.25
71288
74.55
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
956.25
14774
15.45
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
956.25
170355
178.15
Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
956.25
62012
64.85
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)" CRASH BARRIER CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
100
329965
3299.65
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. Painting on Approaches on both side CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
94.5
59558
630.25
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. 600 MM DIA PIPE CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
22.5
40268
1789.7
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
105
45281
431.25
Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. LOGO OF PMGSY PROJECT CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
1
14907
14907.35
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.900 MM EQUILATERAL TRIANGLE CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
9441
4720.75
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting 600 mm equilatral and triangle CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
7665
3832.95
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Warning Board [ 0.600 x 0.800 ] CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
11215
5607.5
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Hazard Marker CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
11215
5607.5
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 directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
48213
24106.7
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
24
29976
1249
Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204.CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
141.33
936452
6626
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
8.22
14919
1815.05
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
3.57
8413
2356.7
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
29
167515
5776.4
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item No. 14.2 / P.No. 55) CONSTRUCTION OF MINOR BRIDGE IN KM 8/060 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
27
69882
2588.25
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202.(I) Manual Means (B) Cement Concrete CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
122.5
92848
757.95
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202.UP TO 600 MM HUME PIPE CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
60
20937
348.95
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. ORDINARY SOIL CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
724.6
389581
537.65
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.II. ORDINARY ROCK (NOT REQUIRED BLASTING) CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
122.43
82279
672.05
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.IV. HARD ROCK (REQUIRED BLASTING) CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
67.75
70568
1041.6
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.A1] For Abutment CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
278.46
34027
122.2
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.A2] For Pier CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
93.65
55047
587.8
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.A3] For Return CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
117.42
6640
56.55
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Levelling Course CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
45.42
260656
5738.8
Filling annular space around footing in rock as per technical specification Clause 1203.4.3. CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
51.91
302171
5821.25
Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Footing CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
30.56
175151
5731.4
Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (Item No. 17.40 / P.No. 133 )CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
126.01
1132920
8990.5
Reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
130.45
948920
7274.2
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
62
11352
183.1
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 FOR SLAB CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
120.36
1065107
8849.55
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
13.5
165118
12231
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
10.03
632250
63030.9
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
9.4
610520
64933.75
Providing Tar paper bearing of approved quality in proper size etc. complete. CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
27.48
2552
92.9
Expansion joint with 25 mm thich bitumenous pad. CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
25.95
26026
1002.95
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
71.25
98047
1376.15
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
69.13
116090
1679.3
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
197.36
415545
2105.55
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
60.75
111100
1828.7
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 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
548.2
79571
145.15
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border. CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
0.75
4090
5454
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
892.5
2409
2.7
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 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
5176.23
314714
60.8
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 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
376.23
27427
72.9
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 as per technical Specification Clause 301.5 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
674.83
330904
490.35
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.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
112.5
3161
28.1
Construction of Subgrade Layer with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
314.55
162685
517.2
Granular sub-base course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
138.69
164618
1186.95
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.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
100.22
264686
2641.05
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 3 as per Technical Specification Clause 405.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
47.44
110872
2337.1
Construction of Earthen Shoulders as per Technical Specification Clause 407.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
57.86
29925
517.2
Construction of un-reinforced dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design , over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade) coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight bacher using approved mix design , laid in approved fixed side formwork ( steel channel , laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing ), spreading the concrete with showels, rakes, compacted using needle, scared and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joints, applying debounding strips, primer, sealant, dowel bars, near approaches to bridge/ culvert and coustruction joints , admixtures as approved, curing of concrete slabs for 14 days, using curing compound.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
38.25
307792
8046.85
Providing 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 0.70- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
450
33547
74.55
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
450
6952
15.45
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
450
80167
178.15
Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
450
29182
64.85
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)" CRASH BARRIER CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
100
329965
3299.65
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. Painting on Approaches on both side CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
33.75
21270
630.25
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. 600 MM DIA PIPE CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
22.5
40268
1789.7
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
38
16387
431.25
Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. LOGO OF PMGSY PROJECT CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
1
14907
14907.35
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.900 MM EQUILATERAL TRIANGLE CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
9441
4720.75
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting 600 mm equilatral and triangle CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
7665
3832.95
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Warning Board [ 0.600 x 0.800 ] CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
11215
5607.5
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Hazard Marker CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
11215
5607.5
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 directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
48213
24106.7
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
20
24980
1249
Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
232.77
1542334
6626
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
8.22
14919
1815.05
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
3.57
8413
2356.7
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
29
167515
5776.4
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra
for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item No. 14.2 / P.No. 55) CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
27
69882
2588.25
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
12.17
21825
1793.4
Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204.CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
48.47
294845
6083.05
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106.1000 mm dia Np3 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
15
107099
7139.95
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106.750mm Ø ISNP NP 3 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
7.4
27617
3732.05
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 CONSTRUCTION OF MINOR BRIDGE IN KM 9/675 ON SH-273 (VITHOLI) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
16.44
34997
2128.8
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
100.59
76245
757.95
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202. C) Above 900mm Ø Hume Pipe 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
37.5
30292
807.8
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.ORDINARY SOIL UP TO 3.0 M 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
1480.88
796195
537.65
Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.ORDINARY SOIL UP 3.0 TO 6.0 M 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
47.95
30614
638.45
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.A1]B1) For raft with cut off in sandy strata 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
225.07
57967
257.55
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.A2]B2) Other strata like B.C. Soil, Soft murum etc.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
301.62
57277
189.9
Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Levelling Course 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
51.04
292925
5738.8
Providing concrete for plain cement concrete M-15 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.Footing 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
122.9
704381
5731.4
Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement) 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
99.21
670937
6762.8
Providing and laying in situ/ ready mix concrete controlled reinforced cement concrete M-25 of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine agreegates of required specifications etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
105.6
714154
6762.8
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
15
12384
825.6
Providing and laying in situ / ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (Item No. 17.40 / P.No. 133 ) 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
104.92
943238
8990.5
Reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
193.76
1409443
7274.2
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
164.52
368853
2242
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
148
27098
183.1
Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
451.12
949852
2105.55
Providing Tar paper bearing of approved quality in proper size etc. complete.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
65.69
6102
92.9
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
65.04
89510
1376.15
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
96.56
854544
8849.55
Expansion joint with 25 mm thich bitumenous pad.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
22.57
22641
1002.95
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
11.81
144478
12231
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
13.37
839219
62748.2
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
11.34
714915
63030.9
Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
6.55
425393
64933.75
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
87.12
159312
1828.7
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
61.98
104083
1679.3
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'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
481.94
69953
145.15
Providing and fixing Granite / Marble tablet of 15mm to 18mm thickness ,including making groove in wall / concrete surface filling joints with slurry, curing, polishing, rounding edges, as required cleaning etc. complete. of size and description as per detailed drawings including embosseing & fitting in 1:2 C.M. border. 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
0.75
4090
5454
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
1596
4309
2.7
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 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
4819.82
293045
60.8
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 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
619.82
45184
72.9
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 as per technical Specification Clause 301.5 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
201.3
98707
490.35
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.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
240
6744
28.1
Construction of Subgrade Layer with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
529.44
273826
517.2
Granular sub-base course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
194.3
224669
1156.3
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.WBM G-II 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
166.63
440078
2641.05
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 3 as per Technical Specification Clause 405.WBM G-III 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
73.36
171449
2337.1
Construction of Earthen Shoulders as per Technical Specification Clause 407.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
43.58
22539
517.2
Providing 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 0.70- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
956.25
71240
74.5
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
956.25
14774
15.45
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
956.25
167009
174.65
Providing and laying Premix seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
956.25
61295
64.1
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)" Crash Barrier 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
60
197979
3299.65
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
72
45378
630.25
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. Clause 1106. 600 MM NP2 PIPE 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
15
26845
1789.7
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
80
34500
431.25
Providing and fixing Retro Reflective PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
1
14907
14907.35
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.900 MM EQUILATERAL TRIANGLE 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
9441
4720.75
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.600 MM EQUILATERAL TRIANGLE 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
7665
3832.95
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.Warning Board [ 0.600 x 0.800 ] 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
11215
5607.5
Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.HAZARD MARKER BOARD 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
4
22430
5607.5
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 directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
2
48213
24106.7
STANDARD METAL DELINEATOR Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
24
29976
1249
Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802,804, 805,806,807,1202 and 1204.'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
124.71
826328
6626
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
28.58
51874
1815.05
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
12.43
29293
2356.7
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 RUBBLE MASONRY WALL 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
28.5
164627
5776.4
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301(Item No. 14.2 / P.No. 55) GABIAN WALL 'CONSTRUCTION OF BRIDGE IN KM 11/745 ON SH-273 ( VITHOLI ) TO ICHORA ROAD (ODR-71) IN BLOCK ARNI DISTT. YAVATMAL
67.5
174706
2588.25
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