Maharashtra Rural Road Development Agency Tender
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Maharashtra Rural Road Development Agency - MRRDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Jun 2023
Closing Date16 Jun 2023
Tender Amount₹ 10,10,98,994
Costs
EMD
₹ 10,42,000Document Cost
₹ 29,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MRRDA_910857_1Bid Award Id
ViewTender No
SE/MMGSY/ADB/LAT/2022-2023Tender Authority
Maharashtra Rural Road Development Agency ViewPurchaser Address
-Website
http://mahatenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Mechanical Means As directed by engineer incharge.
0.4
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Scarifying existing bituminous surface to a depth of 150mm by mechanical means - Scarifying the existing bituminous roads surface to a depth of 150mm and disposal of scrified material with a lift upto 3m and lead up to 1000m as per technical specification clause 301.4 As directed by engineer incharge.
2905
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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 crosssections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as perTechnical Specification Clause 302.3As directed by engineer incharge.
1080
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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 300.1and 300.2 as per Technical Specificaiion Clause 301.5As directed by engineer incharge.
956.38
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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 rneet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5 As directed by engineer incharge.
2065.17
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification Clause 1302. As directed by engineer incharge.
20.7
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Construclion of sub grade and earthen shoulders wiih approved material obiained from borrow pits wilh all lifts and leads, transporting to site, spreading, grading to required slope and compacted To meet requirement of Table 300.2 with lead ubto 1000 m as per Technical Specification Clause 303.1.As directed by engineer incharge.
992.33
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. As directed by engineer incharge.
9
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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. 600 mm to 900 mm dia As directed by engineer incharge.
7.5
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Earthwork in excavation for foundation of structures upto 3 m depth 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. Ordinary Rock As directed by engineer incharge.
146.37
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Bill No.2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
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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.As directed by engineer incharge.
356.61
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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. As directed by engineer incharge.
67.5
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Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 503 50mm Thick Bitumen (S-65)60/70-VG-30 As directed by engineer incharge.
5968
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Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminous surface cleaned wifh Hydraulic broom as per Technical Specificafion Clause 503. As directed by engineer incharge.
5968
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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. ]By Mechanical Means As directed by engineer incharge.
5794.3
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specificafion Clause 510 Case ll (i) ] By Mechanical MeansAs directed by engineer incharge.
5794.3
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Cement Concrete Pavement,Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 As directed by engineer incharge.
205
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Bill No.3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M10 (1) Nominal mix1:3:6 As directed by engineer incharge.
7.72
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 ] 1000mm dia As directed by engineer incharge.
15
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Plain/reinforced cement concrete in substructure complete as per drawings and Technical specificafion Clauses 802, 804, 805, 806, 807, 1202 and 1204 P.C.C. grade M15 (i) Nominal mix 1:2.5:5 As directed by engineer incharge.
56.96
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 As directed by engineer incharge.
30
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Bill No.4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
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Reinforced cemenf concrete M15 grade kilometer stone/local stone of standard design as per lRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specificafion Clause 1703As directed by engineer incharge.
2
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Reinforced cemenf concrete M15 grade kilometer stone/local stone of standard design as per lRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specificafion Clause 1703As directed by engineer incharge.
9
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Reinforced cemenf concrete M15 grade kilometer stone/local stone of standard design as per lRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specificafion Clause 1703 As directed by engineer incharge.
125
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Providing and erecting direction and place identifications of semi reflective sign boards as per lRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white color in front and grey color 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 color. Supported and welded on 47 mm x 47mm of i2 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges onback firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701] Semi-Reflective Traffic signs board As directed by engineer incharge.
4
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per lRC: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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm,600mm below ground level as per approved drawing Clause 1701 .2.2 A 600mm Equilateral Triangle As directed by engineer incharge.
6
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Providing and fixing of semi reflective cautionary, mandatory and lnformatory sign board as per IRCZ67 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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600mm CircularAs directed by engineer incharge.
4
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Providing and fixing of semi reflective cautionary, mandatory and lnformatory sign board as per IRCZ67 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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600mm Circular As directed by engineer incharge.
4
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Providing and fixing of semi reflective cautionary, mandatory and lnformatory sign board as per IRCZ67 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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ] 600mm Circular As directed by engineer incharge.
4
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame ot the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 7.5 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700. Logo of P.M.G.S.Y.As directed by engineer incharge.
2
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Providing and fixing of typical PMGSY Citizen information board as per specifications provided on detailed drawing to NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support drawing ot NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size.Information as provided in drawing of NRQDA shall be lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colored as mentioned in detailed drawing. All section of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. As directed by engineer incharge.
2
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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.As directed by engineer incharge.
60
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Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings As directed by engineer incharge.
90
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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 As directed by engineer incharge.
37.36
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Upgradation / improvement & Five year Maintenance of B)NH-361 Wanvada-Masalga-Malkondaji to Sankrali Road, Block Ausa
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Bill No. 1 Site Clearance, Dismantling and Earth Works
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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. As directed by engineer incharge.
3.05
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Mechanical Means As directed by engineer incharge.
3.05
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Scarifying existing bituminous surface to a depth of 150mm by mechanical means - Scarifying the existing bituminous roads surface to a depth of 150mm and disposal of scrified material with a lift upto 3m and lead up to 1000m as per technical specification clause 301.4 As directed by engineer incharge.
29400
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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 crosssections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as perTechnical Specification Clause 302.3 As directed by engineer incharge.
10080
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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 300.1and 300.2 as per Technical Specificaiion Clause 301.5 R.A No - RD:11
8015.88
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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 rneet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5 As directed by engineer incharge.
12495
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification Clause 1302. As directed by engineer incharge.
69
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Construclion of sub grade and earthen shoulders wiih approved material obiained from borrow pits wilh all lifts and leads, transporting to site, spreading, grading to required slope and compacted To meet requirement of Table 300.2 with lead ubto 1000 m as per Technical Specification Clause 303.1 As directed by engineer incharge.
10195.45
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone masonary in C.M. As directed by engineer incharge.
106.5
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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. 600 mm to 900 mm dia As directed by engineer incharge.
52.5
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Earthwork in excavation for foundation of structures upto 3 m depth 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. Ordinary soil As directed by engineer incharge.
188.18
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Earthwork in excavation for foundation of structures upto 3 m depth 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. Ordinary Rock As directed by engineer incharge.
343.26
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Filling in Foundation trenches as per drawing and technical specification etc comp As directed by engineer incharge.
11.59
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Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately As directed by engineer incharge.
234.38
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Bill No.2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
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Construction of granular sub-base by providing well graded material, spreading in uniforrn 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 Specificafion Clause 401. For Grading I material As directed by engineer incharge.
445.51
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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. As directed by engineer incharge.
5236.32
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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. As directed by engineer incharge.
330
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Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 503 50mm Thick Bitumen As directed by engineer incharge.
45562.05
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Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminous surface cleaned wifh Hydraulic broom as per Technical Specificafion Clause 503. As directed by engineer incharge.
45562.05
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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.By Mechanical Means As directed by engineer incharge.
45020.4
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specificafion Clause 510By Mechanical Means As directed by engineer incharge.
45020.4
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Cement Concrete Pavement,Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 As directed by engineer incharge.
960
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Bill No.3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M10 Nominal mix1:3:6 As directed by engineer incharge.
39.26
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 1000mm dia As directed by engineer incharge.
67.5
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Plain/reinforced cement concrete in substructure complete as per drawings and Technical specificafion Clauses 802, 804, 805, 806, 807, 1202 and 1204 P.C.C. grade M15 (i) Nominal mix 1:2.5:5 - As directed by engineer incharge.
192.81
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 As directed by engineer incharge.
300
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 As directed by engineer incharge.
1.06
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Providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe ectending through the full width of the structures with slope of 1 (V) :20(H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204.3.7 B)100mm Dia PVC Pipes As directed by engineer incharge.
40
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Bill No.4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
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Reinforced cemenf concrete M15 grade kilometer stone/local stone of standard design as per lRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specificafion Clause 1703 As directed by engineer incharge.
2
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Reinforced cemenf concrete M15 grade kilometer stone/local stone of standard design as per lRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specificafion Clause 1703 As directed by engineer incharge.
8
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Reinforced cemenf concrete M15 grade kilometer stone/local stone of standard design as per lRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specificafion Clause 1703 As directed by engineer incharge.
51
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Reinforced cemenf concrete M15 grade kilometer stone/local stone of standard design as per lRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specificafion Clause 1703 As directed by engineer incharge.
650
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Providing and erecting direction and place identifications of semi reflective sign boards as per lRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white color in front and grey color 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 color. Supported and welded on 47 mm x 47mm of i2 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges onback firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 [Item No.10.3 B] Semi-Reflective Traffic signs board As directed by engineer incharge.
6
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per lRC: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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm,600mm below ground level as per approved drawing Clause 1701 .2.2 600mm Equilateral Triangle As directed by engineer incharge.
6
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Providing and fixing of semi reflective cautionary, mandatory and lnformatory sign board as per IRCZ67 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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600mm As directed by engineer incharge.
6
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Providing and fixing of semi reflective cautionary, mandatory and lnformatory sign board as per IRCZ67 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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600mm Circular As directed by engineer incharge.
8
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Providing and fixing of semi reflective cautionary, mandatory and lnformatory sign board as per IRCZ67 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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600mm CircularAs directed by engineer incharge.
8
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame ot the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 7.5 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700. Logo of P.M.G.S.Y. As directed by engineer incharge.
2
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Providing and fixing of typical PMGSY Citizen information board as per specifications provided on detailed drawing to NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support drawing ot NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size.Information as provided in drawing of NRQDA shall be lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colored as mentioned in detailed drawing. All section of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. As directed by engineer incharge.
4
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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.As directed by engineer incharge.
26.25
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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. As directed by engineer incharge.
420
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Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings As directed by engineer incharge.
100
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Providing and laying cement concrete M-15 of trap / granite / quartze / gneiss metal concrete block of size 45 cmX 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed by Engineer in charge.
4
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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 As directed by engineer incharge.
102.7
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Name of Work- Upgradation / improvement & Five year Maintenance of Road C)Upgradation / improvement & Five year Maintenance of RoadSH-68 Shivali-Bhada-Shindewadi- Uti Road, Block AusaDist Latur
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Bill No. 1 Site Clearance, Dismantling and Earth Works
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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. As directed by engineer incharge.
1.25
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Mechanical Means As directed by engineer incharge.
1.25
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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 crosssections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as perTechnical Specification Clause 302.3As directed by engineer incharge.
5400
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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 300.1and 300.2 as per Technical Specificaiion Clause 301.5As directed by engineer incharge.
5313.5
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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 rneet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5 As directed by engineer incharge.
9566.59
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification Clause 1302. As directed by engineer incharge.
69
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Construclion of sub grade and earthen shoulders wiih approved material obiained from borrow pits wilh all lifts and leads, transporting to site, spreading, grading to required slope and compacted To meet requirement of Table 300.2 with lead ubto 1000 m as per Technical Specification Clause 303.1.As directed by engineer incharge.
5816.27
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone masonary in C.M. As directed by engineer incharge.
106.5
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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. 600 mm to 900 mm dia As directed by engineer incharge.
75
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Earthwork in excavation for foundation of structures upto 3 m depth 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. Ordinary soil As directed by engineer incharge.
383.19
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Earthwork in excavation for foundation of structures upto 3 m depth 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. Ordinary Rock As directed by engineer incharge.
475.63
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Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately As directed by engineer incharge.
110
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Bill No.2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work
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Construction of granular sub-base by providing well graded material, spreading in uniforrn 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 Specificafion Clause 401. For Grading I material As directed by engineer incharge.
904.37
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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.As directed by engineer incharge.
2893.18
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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.As directed by engineer incharge.
297
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Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 503 50mm Thick Bitumen (S-65)60/70-VG-30As directed by engineer incharge.
16852.5
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Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminous surface cleaned wifh Hydraulic broom as per Technical Specificafion Clause 503. As directed by engineer incharge.
16852.5
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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. By Mechanical Means As directed by engineer incharge.
16852.5
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specificafion Clause 510 By Mechanical Means As directed by engineer incharge.
16852.5
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Cement Concrete Pavement,Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 As directed by engineer incharge.
792
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Bill No.3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M10 (1) Nominal mix1:3:6 As directed by engineer incharge.
63.72
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 1000mm dia As directed by engineer incharge.
127.5
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Plain/reinforced cement concrete in substructure complete as per drawings and Technical specificafion Clauses 802, 804, 805, 806, 807, 1202 and 1204 P.C.C. grade M15 (i) Nominal mix 1:2.5:5 As directed by engineer incharge.
226.91
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 As directed by engineer incharge.
150
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Bill No.4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture
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Reinforced cemenf concrete M15 grade kilometer stone/local stone of standard design as per lRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specificafion Clause 1703 As directed by engineer incharge.
1
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Reinforced cemenf concrete M15 grade kilometer stone/local stone of standard design as per lRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specificafion Clause 1703 As directed by engineer incharge.
4
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Reinforced cemenf concrete M15 grade kilometer stone/local stone of standard design as per lRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specificafion Clause 1703 As directed by engineer incharge.
15
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Reinforced cemenf concrete M15 grade kilometer stone/local stone of standard design as per lRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specificafion Clause 1703 As directed by engineer incharge.
350
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Providing and erecting direction and place identifications of semi reflective sign boards as per lRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white color in front and grey color 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 color. Supported and welded on 47 mm x 47mm of i2 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges onback firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 [Item No.10.3 B] Semi-Reflective Traffic signs board As directed by engineer incharge.
4
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per lRC: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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm,600mm below ground level as per approved drawing Clause 1701 .2.2 A - 600mm Equilateral Triangle As directed by engineer incharge.
4
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Providing and fixing of semi reflective cautionary, mandatory and lnformatory sign board as per IRCZ67 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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 B-] 600mm Circular As directed by engineer incharge.
4
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Providing and fixing of semi reflective cautionary, mandatory and lnformatory sign board as per IRCZ67 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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600mm Circular As directed by engineer incharge.
6
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Providing and fixing of semi reflective cautionary, mandatory and lnformatory sign board as per IRCZ67 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 for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ] 600mm Circular As directed by engineer incharge.
6
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame ot the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 7.5 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700 Logo of P.M.G.S.Y. As directed by engineer incharge.
2
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Providing and fixing of typical PMGSY Citizen information board as per specifications provided on detailed drawing to NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support drawing ot NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size.Information as provided in drawing of NRQDA shall be lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colored as mentioned in detailed drawing. All section of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. As directed by engineer incharge.
2
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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. As directed by engineer incharge.
7.5
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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. As directed by engineer incharge.
90
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Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings As directed by engineer incharge.
40
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Providing and laying cement concrete M-15 of trap / granite / quartze / gneiss metal concrete block of size 45 cmX 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed by Engineer in charge. As directed by engineer incharge.
4
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-
... 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 As directed by engineer incharge.
140.22
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