Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 9,14,12,048
Costs
EMD
₹ 4,57,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
1)proposed Upgradation And Maintenance Of Road From Nh-09 Vangali Galandwadi No.1 To Narutwadi Road Tal.indapur 2)proposed Upgradation And Maintenance Of Road From Mdr-65 (nhavi) To Boratwadi Dombalwadi Road Tal.indapur 3)proposed Upgradation And Mai
Description
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Contact
Tender Id
2024_CEMAH_136398_4Tender No
30/2024-2025Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge.
40
21926
548.15
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all leads & lifts as per Technical Specification Clause 301.4.
10350
163530
15.8
Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.
3585.27
300804
83.9
Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and as directed by Engineer in charge.
100
56615
566.15
Excavation for roadway in soil with hydraulic excavator of 0.9 cubic meter bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.
6472.3
478950
74
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
66.11
7186
108.7
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
66.11
32790
496
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.
5437.11
3632261
668.05
Construction of granular sub-base Grade-II by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%
2232.66
4744402
2125
Water Bound Macadam with Crushable Screenings - WBM Grading 2- 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. (B) By Mechanical Means (Grading II with Crushable Screenings)
717.21
1654029
2306.2
Water Bound Macadam with Stone Screenings - WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 404. (B) By Mechanical means ( Grading III using stone screening)
1586.55
3943290
2485.45
Providing and applying Primer coat with bitumen emulsion (Slow Setting -1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 and as directed by Engineer in charge. Bitumen Emulsion (Slow Setting-1) @ 0.85 kg per sqm
20160.25
1459602
72.4
Providing and applying Tack Coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge. Bitumen Emulsion (Rapid Setting-1) @ 0.225 kg per sqm
20160.25
252003
12.5
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
20160.25
3903024
193.6
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
120
1056492
8804.1
Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil
618.12
414323
670.3
Excavation for Structures- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lifts and leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material. II) Ordinary rock (not requiring blasting)
25.76
21582
837.85
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Excavation for Structures Hard rock ,IV. (blasting prohibited)
25.76
28001
1087.05
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 lifts and leads as per Technical Specification Clause 202. Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar
42.57
25580
600.9
Dismantling of flexible Pavements and disposal of dismantled materials with all lifts and leads stacking serviceable and unserviceable materials saperately as per technical specification Clause 202 by Mechanical Means
150
63802
425.35
Removing all types of Hume pipes and stacking with all leads & lifts including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600mm to 900mm
37.5
22053
588.1
Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.
60.02
378111
6299.75
Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Including all leads & lifts and as directed by Engineer in charge. P.C.C grade M 20
296.34
1981217
6685.51
Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Including all leads & lifts and as directed by Engineer in charge. R.C.C grade M 20
24
166202
6925.12
Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15
180.93
1185256
6550.91
Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Reinforced Cement Concrete grade M 20
53.24
388344
7294.22
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010, and 1202
2.32
189665
81752.4
Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe
97.5
736105
7549.8
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kilogram laid dry complete as per drawing and as per MORD technical specifications Clause 1301 and as directed by Engineer in charge.
43.52
93208
2141.75
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
28.5
61039
2141.75
Construction of toe walls for protection of slopes as per drawing and technical specifactions Clause 1302.5
1.11
6992
6299.8
Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe
120
327960
2733
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 as per MORD Clause 1106 and as directed by Engineer in charge. NP-3 600mm Dia Pipe
142.5
682860
4792
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MORTH technical Specification clause 810 & as directed by Engineer in charge
60
294720
4912
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle
47
244964
5212
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular
40
180640
4516
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 mm sides octagon
7
57764
8252
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter 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 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and as directed by Engineer in charge.
3.6
15653
4348.25
Reinforced cement concrete Mix 15 grade Fifth Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
1
5108
5108.1
Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
8
23791
2973.95
Reinforced cement concrete Mix 15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
54.5
45455
834.05
Reinforced cement concrete Mix 15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MORD Technical Specification Clause 1704 and as directed by Engineer in charge.
58
48743
840.4
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-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 Mild Steel 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 & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.
2
36697
18348.75
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of 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 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.
2
22994
11497
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 as per MORTH technical Specification clause 806 & as directed by Engineer in charge
538
727376
1352
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge
1716
1142856
666
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal
reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No
RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall
be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing
will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
892
326472
366
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
5.16
34497
6685.51
White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 & as directed by Engineer in charge
119.32
4074
34.15
Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
76.82
10524
137
B) Proposed Upgradation & Maintenance of Road from MDR-65 (Nhavi) to Boratwadi-Dombalwadi Km 0/000 to Km 5/100 in Taluka : Indapur, District : Pune.
-
-
-
Setting Out Reference Bench mark one per kilometer, working benchmarks for per Kilometers and One near all drainage Structures and Bridges, Reference Pillars at 50m interval on both sides of formation widths Including marking of Centreline , Setting out Curves and RTecording of Levels etc. complete as directed by Engineer incharge
5.1
85795
16822.7
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means
1.53
40592
26530.85
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge.
26
14251
548.15
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all leads & lifts as per Technical Specification Clause 301.4.
6000
94800
15.8
Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.
2607.68
218784
83.9
Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and as directed by Engineer in charge.
2742.59
1441231
525.5
Excavation for roadway in soil with hydraulic excavator of 0.9 cubic meter bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.
6839.67
506135
74
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
283.8
30849
108.7
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
283.8
140764
496
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.
6287
3933461
625.65
Construction of granular sub-base Grade-II by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%
2502.84
5049354
2017.45
Water Bound Macadam with Crushable Screenings - WBM Grading 2- 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. (B) By Mechanical Means (Grading II with Crushable Screenings)
1021.45
2233247
2186.35
Water Bound Macadam with Stone Screenings - WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 404. (B) By Mechanical means ( Grading III using stone screening)
1493.39
3567111
2388.6
Providing and applying Primer coat with bitumen emulsion (Slow Setting -1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 and as directed by Engineer in charge. Bitumen Emulsion (Slow Setting-1) @ 0.85 kg per sqm
19386.85
1402638
72.35
Providing and applying Tack Coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge. Bitumen Emulsion (Rapid Setting-1) @ 0.225 kg per sqm
19386.85
241366
12.45
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
19386.85
3705796
191.15
Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil
519.01
347891
670.3
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 lifts and leads as per Technical Specification Clause 202. Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar
42.9
25778
600.9
Removing all types of Hume pipes and stacking with all leads & lifts including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600mm to 900mm
22.5
13232
588.1
Providing and laying dry rubble soling complete as per drawings and Technical specifications Clause 1303
80.47
169485
2106.2
Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.
28.22
174356
6178.48
Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Including all leads & lifts and as directed by Engineer in charge. P.C.C grade M 20
181.6
1193658
6572.99
Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15
108.53
699385
6444.17
Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe
37.5
283117
7549.8
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kilogram laid dry complete as per drawing and as per MORD technical specifications Clause 1301 and as directed by Engineer in charge.
25.92
54592
2106.2
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
28.5
60026
2106.2
Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe
112.5
307462
2733
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 as per MORD Clause 1106 and as directed by Engineer in charge. NP-3 600mm Dia Pipe
135
646920
4792
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle
22
114664
5212
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular
20
90320
4516
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 mm sides octagon
4
33008
8252
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter 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 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and as directed by Engineer in charge.
3.6
15653
4348.25
Reinforced cement concrete Mix 15 grade Fifth Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
1
5108
5108.1
Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
5
14869
2973.95
Reinforced cement concrete Mix 15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
26
21685
834.05
Reinforced cement concrete Mix 15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MORD Technical Specification Clause 1704 and as directed by Engineer in charge.
104
87401
840.4
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-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 Mild Steel 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 & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.
2
36697
18348.75
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of 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 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.
2
22994
11497
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MORTH technical Specification clause 810 & as directed by Engineer in charge
40
196480
4912
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
28
58517
2089.9
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 as per MORTH technical Specification clause 806 & as directed by Engineer in charge
198
267696
1352
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge
1020
679320
666
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal
reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No
RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall
be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing
will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
180
65880
366
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
12.56
82556
6572.99
White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 & as directed by Engineer in charge
47.1
1608
34.15
Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete as directed by Engineer in charge
32.02
4386
137
C) Proposed Upgradation & Maintenance of Road from VADAPURI SH125 TO PINGALEWASTI AWASARI ROAD Km 0/000 to Km 5/400 in Taluka : Indapur, District : Pune.
-
-
-
Setting Out Reference Bench mark one per kilometer, working benchmarks for per Kilometers and One near all drainage Structures and Bridges, Reference Pillars at 50m interval on both sides of formation widths Including marking of Centreline , Setting out Curves and RTecording of Levels etc. complete as directed by Engineer incharge
4.8
80748
16822.7
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to all lifts and all leads including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means
1.44
38204
26530.85
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge.
5
2740
548.15
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all leads & lifts as per Technical Specification Clause 301.4.
12150
191970
15.8
Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.
1386.92
116362
83.9
Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and as directed by Engineer in charge.
1706.14
919694
539.05
Excavation for roadway in soil with hydraulic excavator of 0.9 cubic meter bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.
5285.55
391130
74
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
660.69
71817
108.7
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
660.69
327702
496
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.
4476
2863521
639.75
Construction of granular sub-base Grade-II by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%
2117.15
4366092
2062.25
Water Bound Macadam with Crushable Screenings - WBM Grading 2- 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. (B) By Mechanical Means (Grading II with Crushable Screenings)
2968.99
6636434
2235.25
Water Bound Macadam with Stone Screenings - WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 404. (B) By Mechanical means ( Grading III using stone screening)
1387.63
3370483
2428.95
Providing and applying Primer coat with bitumen emulsion (Slow Setting -1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 and as directed by Engineer in charge. Bitumen Emulsion (Slow Setting-1) @ 0.85 kg per sqm
18501.75
1342301
72.55
Providing and applying Tack Coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge. Bitumen Emulsion (Rapid Setting-1) @ 0.225 kg per sqm
18501.75
231271
12.5
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
18501.75
3563437
192.6
Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil
370.1
248077
670.3
Excavation for Structures- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lifts and leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material. II) Ordinary rock (not requiring blasting)
6.22
5211
837.85
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Excavation for Structures Hard rock ,IV. (blasting prohibited)
6.22
6761
1087.05
Removing all types of Hume pipes and stacking with all leads & lifts including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600mm to 900mm
4.5
2646
588.1
Providing and laying dry rubble soling complete as per drawings and Technical specifications Clause 1303
52.07
107818
2070.65
Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.
18
112364
6242.47
Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Including all leads & lifts and as directed by Engineer in charge. P.C.C grade M 20
195.66
1298696
6637.63
Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15
73.29
476637
6503.45
Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe
30
226494
7549.8
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kilogram laid dry complete as per drawing and as per MORD technical specifications Clause 1301 and as directed by Engineer in charge.
17.96
37188
2070.65
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
18.78
38886
2070.65
Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe
90
245970
2733
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 as per MORD Clause 1106 and as directed by Engineer in charge. NP-3 600mm Dia Pipe
150
718800
4792
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle
14
72968
5212
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular
18
81288
4516
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 colour supported and welded on 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 mm sides octagon
4
33008
8252
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter 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 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and as directed by Engineer in charge.
3.6
15653
4348.25
Reinforced cement concrete Mix 15 grade Fifth Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
1
5108
5108.1
Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
4
11895
2973.95
Reinforced cement concrete Mix 15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.
21
17515
834.05
Reinforced cement concrete Mix 15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MORD Technical Specification Clause 1704 and as directed by Engineer in charge.
98
82359
840.4
Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-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 Mild Steel 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 & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.
2
36697
18348.75
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of 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 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.
2
22994
11497
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MORTH technical Specification clause 810 & as directed by Engineer in charge
340
1670080
4912
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 as per MORTH technical Specification clause 806 & as directed by Engineer in charge
158
213616
1352
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge
960
639360
666
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal
reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No
RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall
be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing
will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
180
65880
366
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
12.56
83368
6637.63
White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 & as directed by Engineer in charge
23.55
804
34.15
Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete as directed by Engineer in charge
16.83
2305
137
SUB TOTAL
-
-
-
A) Proposed Upgradation & Maintenance of Road from NH 09 Vangali,Galandwadi no 01 to Narutwadi Road Km.0/000 to 5/450 in Taluka : Indapur District : Pune
-
31836744
-
B) Proposed Upgradation & Maintenance of Road from MDR-65 (Nhavi) to Boratwadi-Dombalwadi Km 0/000 to Km 5/100 in Taluka : Indapur, District : Pune.
-
28480936
-
C) Proposed Upgradation & Maintenance of Road from VADAPURI SH125 TO PINGALEWASTI AWASARI ROAD Km 0/000 to Km 5/400 in Taluka : Indapur, District : Pune.
-
31094368
-
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