Rural Development Department Tender
... More
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date25 Jul 2023
Closing Date8 Aug 2023
Tender Amount₹ 6,08,26,180
Costs
EMD
₹ 3,04,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_MMGSY_928727_2Bid Award Id
ViewTender No
16/2023-24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe
16.8
8318
495.15
... More
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
810
48073
59.35
... More
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. As directed by engineer in charge.
593.86
45430
76.5
... More
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge.
3856.84
1927455
499.75
... More
Construction of subgrade & earthen shoulders with approved material from borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification 303.1 As directed by engineer in charge.
2773.5
1358182
489.7
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method
423.76
828323
1954.7
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kilonetwon in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. As directed by engineer in charge.
1760
4066392
2310.45
... More
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kilonewton static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. ( 50 milimeter thick , Bitumen (S-65) 60/70 - VG-30) .As directed by engineer in charge.
11733.27
2757318
235
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.As directed by engineer in charge.
11733.27
150772
12.85
... More
Providing, laying and rolling of open-graded premix carpet of 20 milimeter thickness composed of 13.2 milimeter to 5.6 milimeter aggregates either using penetration grade bitumen (S 65) 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 kilonewton static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508.(20milimeter thick , B59As directed by engineer in charge.
11733.27
1767617
150.65
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510.B64 As directed by engineer in charge.Butimen grade s-65,vg-30.
11733.27
870021
74.15
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. As directed by engineer in charge.
23.18
37354
1611.5
... More
Providing and fixing reinforced cement concrete M15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
3
8734
2911.4
... More
Providing and fixing reinforced cement concrete M15 grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
12
7161
596.75
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Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge.
451
294525
653.05
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Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges. The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. As directed by engineer in charge.
2
68179
34089.6
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Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
11.93
177713
14896.35
... More
Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm equilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
19
93126
4901.4
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Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
6
40496
6749.4
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Providing and fixing Cautionary/Warning sign boards in Octagone size of 750 mm made out of 0.5 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side
5
48662
9732.45
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Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shown in the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge.
1
30105
30105.05
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Providing and fixing of typical MMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
1
19292
19292
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Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete.
6.6
30027
4549.65
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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 done 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.
138.5
53225
384.3
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Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746C and as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit.
28
29576
1056.3
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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
216.67
45457
209.8
... More
Providing and laying reinforced cement concrete pipe NP2 600 mm diameter for wasti approches on bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7
50
143482
2869.65
... More
Providing and laying reinforced cement concrete pipe NP3 600mm Diam. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
22.5
113211
5031.6
... More
Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
447.52
252513
564.25
... More
Earthwork in excavation for structures in Hard rock (blasting prohibited) as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
7
7068
1009.75
... More
Filling in Foundation trenches by Rubble Filling as per drawing and technical specification clause 305.3.9
8.8
7700
875
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204 . (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge.
56.41
323218
5729.8
... More
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
381.74
2336573
6120.85
... More
Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
65
487071
7493.4
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
4.91
334042
68055.2
... More
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
142.26
22327
156.95
... More
B) Patilwasti-Anand-Nagar road to Katkar-Bhosale wasti km 0/00 to 3/200 ( LR-540, VR-450 ) Block -Malshiras Dist. Solapur. Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual Means
I) In area of non-thorny jungleBy Mechanical Means
1.44
44949
31214.8
... More
Setting out of Road including reference benchmark,working benchmark Reference Pillars as required &as directed by Engineer in charge
3.2
16214
5067
... More
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 all lead as per Technical Specification Clause 202.As directed by engineer in charge.
(B)Rubble Stone Masonry in Cement Mortar
88.2
45277
513.35
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe
50.4
24955
495.15
... More
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
864
51278
59.35
... More
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. As directed by engineer in charge.
1305.79
99892
76.5
... More
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge.
4116.42
2057180
499.75
... More
Construction of subgrade & earthen shoulders with approved material from borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification 303.1 As directed by engineer in charge.
2958.4
1448728
489.7
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method
1649.07
3182045
1929.6
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kilonetwon in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. As directed by engineer in charge.
1878.62
4282314
2279.5
... More
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kilonewton static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. ( 50 milimeter thick , Bitumen (S-65) 60/70 - VG-30) .As directed by engineer in charge.
12523.97
2942506
234.95
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.As directed by engineer in charge.
12523.97
160933
12.85
... More
Providing, laying and rolling of open-graded premix carpet of 20 milimeter thickness composed of 13.2 milimeter to 5.6 milimeter aggregates either using penetration grade bitumen (S 65) 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 kilonewton static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508.(20milimeter thick , B59As directed by engineer in charge.
12523.97
1878595
150
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510.B64 As directed by engineer in charge.Butimen grade s-65,vg-30.
12523.97
924895
73.85
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. As directed by engineer in charge.
19.87
31520
1586.35
... More
Providing and fixing reinforced cement concrete M15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
4
11645
2911.4
... More
Providing and fixing reinforced cement concrete M15 grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
13
7757
596.75
... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge.
337
220077
653.05
... More
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges. The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. As directed by engineer in charge.
2
68179
34089.6
... More
Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
13.95
207804
14896.35
... More
Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm equilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
19
93126
4901.4
... More
Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
11
74243
6749.4
... More
Providing and fixing Cautionary/Warning sign boards in Octagone size of 750 mm made out of 0.5 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side
10
97324
9732.45
... More
Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shown in the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge.
1
30105
30105.05
... More
Providing and fixing of typical MMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
1
19292
19292
... More
Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete.
4.5
20473
4549.65
... More
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 done 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.
121.5
46692
384.3
... More
Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746C and as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit.
24
25351
1056.3
... More
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
178.19
37384
209.8
... More
Providing and laying reinforced cement concrete pipe NP2 600 mm diameter for wasti approches on bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7
110
315661
2869.65
... More
Providing and laying reinforced cement concrete pipe NP3 600mm Diam. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
37.5
188685
5031.6
... More
Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
201.56
113730
564.25
... More
Earthwork in excavation for structures in Hard rock (blasting prohibited) as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
7
7068
1009.75
... More
Filling in Foundation trenches by Rubble Filling as per drawing and technical specification clause 305.3.9
8.8
7700
875
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204 . (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge.
17.62
100337
5694.55
... More
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
239.84
1460229
6088.35
... More
Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
55
412137
7493.4
... More
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.07
4818
68055.2
... More
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
117.7
18473
156.95
... More
C) Choundeshwarwadi to Raut gat ( Dattanagar ) km 0/00 to 3/100 ( LR164, VR-18 ) Block -Malshiras Dist. Solapur. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual Means
I) In area of non-thorny jungleBy Mechanical Means
1.4
43544
31214.8
... More
Setting out of Road including reference benchmark,working benchmark Reference Pillars as required &as directed by Engineer in charge
3.1
15673
5056
... More
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 all lead as per Technical Specification Clause 202.As directed by engineer in charge.
(B)Rubble Stone Masonry in Cement Mortar
73.5
37731
513.35
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe
42
20796
495.15
... More
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
618.8
36725
59.35
... More
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. As directed by engineer in charge.
528.25
40411
76.5
... More
Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge.
3731.01
1864572
499.75
... More
Construction of subgrade & earthen shoulders with approved material from borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification 303.1 As directed by engineer in charge.
2689.7
1317146
489.7
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. (by Mechanical Means)
21631.19
290939
13.45
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method
1340.63
2570054
1917.05
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kilonetwon in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. As directed by engineer in charge.
1805.52
4087697
2264
... More
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kilonewton static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. ( 50 milimeter thick , Bitumen (S-65) 60/70 - VG-30) .As directed by engineer in charge.
12036.65
2827409
234.9
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.As directed by engineer in charge.
12036.65
154069
12.8
... More
Providing, laying and rolling of open-graded premix carpet of 20 milimeter thickness composed of 13.2 milimeter to 5.6 milimeter aggregates either using penetration grade bitumen (S 65) 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 kilonewton static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508.(20milimeter thick , B59As directed by engineer in charge.
12036.65
1801284
149.65
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510.B64 As directed by engineer in charge.Butimen grade s-65,vg-30.
12036.65
887101
73.7
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. As directed by engineer in charge.
3.31
5209
1573.8
... More
Providing and fixing reinforced cement concrete M15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
3
8734
2911.4
... More
Providing and fixing reinforced cement concrete M15 grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
13
7757
596.75
... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge.
444
289954
653.05
... More
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges. The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. As directed by engineer in charge.
2
68179
34089.6
... More
Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
10.04
149559
14896.35
... More
Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm equilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
19
93126
4901.4
... More
Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
5
33747
6749.4
... More
Providing and fixing Cautionary/Warning sign boards in Octagone size of 750 mm made out of 0.5 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side
5
48662
9732.45
... More
Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shown in the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge.
1
30105
30105.05
... More
Providing and fixing of typical MMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
1
19292
19292
... More
Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete.
6.6
30027
4549.65
... More
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 done 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.
125
48037
384.3
... More
Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746C and as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit.
20
21126
1056.3
... More
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
195.06
40923
209.8
... More
Providing and laying reinforced cement concrete pipe NP2 600 mm diameter for wasti approches on bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7
50
143482
2869.65
... More
Providing and laying reinforced cement concrete pipe NP3 600mm Diam. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
30
150948
5031.6
... More
Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
437.69
246966
564.25
... More
Earthwork in excavation for structures in Hard rock (blasting prohibited) as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
95.35
96279
1009.75
... More
Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
2.26
12948
5729.55
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204 . (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge.
11.19
63507
5675.4
... More
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
346.72
2104729
6070.4
... More
Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
35
262269
7493.4
... More
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
4.63
314905
68055.2
... More
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
86.23
13533
156.95
... More
Providing concrete for plain/reinforced concrete in superstructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Mix 20
11.1
79309
7145
... More
Providing and laying R.C.C. M-25 Grade cement concrete in substructure complete as per drawings and technical specification Clause 802, 804, 805, 806, 807, 1202 and 1204
49.01
374477
7640.84
... More
Providing & Laying reinforced cement concrete in superstructure as per drawings and technical specifications Clauses 800, 1205.4 and 1205.5. Reinforced Cement Concrete. grade M-25. (Minimum cement content 404 kilogram per cubic meter)As directed by engineer in charge. Approach slab
21.11
232992
11037.08
... More
Providing Tar paper bearing of approved quality in proper size etc, complete.as per technical specification Clauses 1200. As directed by engineer in charge.
9.9
1039
104.95
... More
Expansion Joint with 25mm thick bituminous pad
10.89
12536
1151.15
... More
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material
17.77
27608
1553.65
... More
Providing 0.9 metre thick metal mat of rubble oversize metal for specified thickness as per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. complete. Spec. No.: - As directed by Engineer-in-charge
28.2
42691
1513.9
... More
Providing weep holes in , plain/reinforced concrete abutment, wing wall, return wall with 100 milimeter dia Polyvinilchloride pipe extending through the full width of the structures with slope of 1(Vertical):20(Horizontal) towards drawing face complete as per drawing. As directed by engineer in charge.
42
8070
192.15
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Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 and as directed by Engineer in charge.below approach slab
10.58
57454
5430.5
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