Pradhan Mantri Gram Sadak Yojana Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Jun 2024
Closing Date8 Jul 2024
Tender Amount₹ 8,43,70,454
Costs
EMD
₹ 4,22,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEMAH_135132_1Bid Award Id
ViewTender No
MH2679Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
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.
96
42532
443.05
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.
7856.25
100560
12.8
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.
4631.49
337635
72.9
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.
1893.08
797459
421.25
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.
6003.77
339513
56.55
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
91.67
7943
86.65
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
91.67
37098
404.7
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.
4339
1784413
411.25
Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.
459
308929
673.05
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%
2368
4343740
1834.35
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)
1361
2601619
1911.55
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)
1530
3223098
2106.6
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
20395
1417452
69.5
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
20395
234542
11.5
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
20395
3841398
188.35
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
584.66
314369
537.7
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)
27.61
18556
672.1
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)
27.61
24535
888.65
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
46.44
22716
489.15
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
11.25
3980
353.85
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
31.2
14720
471.8
Providing and laying dry rubble soling complete as per drawings and Technical specifications Clause 1303
16.61
24422
1470.35
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.
57.42
321875
5605.63
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
236.2
1424852
6032.36
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
91.21
570603
6255.93
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
203.53
1217795
5983.37
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010, and 1202
2.74
177576
64809
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
83
592615
7139.95
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.
66.81
98234
1470.35
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
71.12
104571
1470.35
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
45
120510
2678
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
200
950000
4750
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
85
377825
4445
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
50
272150
5443
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
114100
5705
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
5
27215
5443
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.
7.2
26690
3707
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
4348
4348.15
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
12767
2553.4
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.
20
10589
529.45
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.
54
32626
604.2
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
29814
14907.35
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
57370
28685.05
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
210
279090
1329
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
1164
775224
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.
115
57615
501
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
17.72
106893
6032.36
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
48.67
1119
23
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
10.4
1373
132.1
B) T02-NH-4 Kasegaon,Nerle to Bahe Road, Taluka- Walwa, Dist- Sangli
-
-
-
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
4.4
71977
16358.45
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
1.32
39259
29742.4
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
17722
443.05
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.
67.5
4920
72.9
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.
4868.43
2293760
471.15
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.
3152.96
178299
56.55
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.
3166.51
1460394
461.2
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%
2509.84
4762797
1897.65
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)
2129.5
4236320
1989.35
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)
1253.22
2711466
2163.6
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
16709.63
1157977
69.3
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
16709.63
191325
11.45
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
16709.63
3161462
189.2
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
601.11
323217
537.7
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
10.64
5204
489.15
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
15
7077
471.8
Providing and laying dry rubble soling complete as per drawings and Technical specifications Clause 1303
88.57
135791
1533.15
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.
39.59
218034
5507.32
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
12
73905
6158.78
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
154.71
918349
5936.07
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
195.26
1147272
5875.61
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 R.C.C grade M 20
17.25
114304
6626.37
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
66.4
474092
7139.95
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.
69.12
105971
1533.15
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
51.96
79662
1533.15
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
45
120510
2678
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
100
475000
4750
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010, and 1202
0.88
57004
64777.6
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
25
136075
5443
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
10
57050
5705
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
2
10886
5443
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.
1.8
6672
3707
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
10213
2553.4
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.
27
14295
529.45
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.
46
27793
604.2
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
29814
14907.35
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
57370
28685.05
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
282
374778
1329
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
880
586080
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.
240
120240
501
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
75.36
1733
23
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
12
1585
132.1
C) MRL08-Tal. Border Nagthane To Ashta Road, Taluka-Walva, District - Sangli
-
-
-
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
81792
16358.45
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
1.5
44613
29742.4
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.
4
1772
443.05
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.
750
9600
12.8
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.
3442.54
250961
72.9
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.
9025.71
4432977
491.15
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.
12787
723104
56.55
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
114.2
9895
86.65
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
45.68
18486
404.7
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.
5489.47
2641258
481.15
Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.
112.88
75296
667.05
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%
3008.94
5709914
1897.65
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)
1437
2866958
1995.1
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)
1406.06
3042156
2163.6
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
18672.5
1295871
69.4
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
18672.5
214733
11.5
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
18672.5
3539372
189.55
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
45
278093
6179.85
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
457.1
245781
537.7
Dismantling of flexible Pavements and disposal of dismantled materials with all leads & lifts stacking serviceable and unserviceable materials saperately as per technical specification Clause 202 by Mechanical Means
28.13
9953
353.85
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
17692
471.8
Providing and laying dry rubble soling complete as per drawings and Technical specifications Clause 1303
82.39
126322
1533.15
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.
46.56
255941
5496.55
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
112.45
665896
5921.87
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
237.41
1392118
5863.77
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
82.5
589045
7139.95
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.
21.77
33376
1533.15
Construction of toe walls for protection of slopes as per drawing and technical specifactions Clause 1302.5
4.05
22261
5496.6
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
11.4
17477
1533.15
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
60
160680
2678
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
120
570000
4750
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
24
130632
5443
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
3
17115
5705
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
2
10886
5443
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.
0.9
3336
3707
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
4348
4348.15
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
12767
2553.4
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.
19
10059
529.45
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.
52
31418
604.2
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
29814
14907.35
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
57370
28685.05
Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete.
42
40446
963
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
117
155493
1329
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
1000
666000
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.
240
120240
501
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
3.6
21318
5921.87
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
62.8
1444
23
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
20
2642
132.1
SUB TOTAL
-
-
-
A) MRL08-Taluka border (Dongarwadi) Ladewadi Devwadi Kakhe bridge join MDR-7 Road, Taluka- Shirala, Dist- Sangli (Rs. 27734047.00)
-
-
-
B) T02-NH-4 Kasegaon,Nerle to Bahe Road, Taluka- Walwa, Dist- Sangli (Rs. 25977669.90)
-
-
-
C) MRL08-Tal. Border Nagthane To Ashta Road, Taluka-Walva, District - Sangli (30658738.36)
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements