Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date24 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 11,37,94,164 
Notes
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Costs

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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.

35

19185

548.15

... More
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.

4800

75840

15.8

... More
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.

574.1

48166

83.9

... More
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.

5261.22

2764771

525.5

... More
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.

1776.87

131488

74

... More
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

112.33

12210

108.7

... More
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

112.33

55715

496

... More
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.

4368

2732839

625.65

... More
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%

1420.86

3019327

2125

... More
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)

616.73

1414716

2293.9

... More
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)

933.7

2320664

2485.45

... More
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

12449.35

897598

72.1

... More
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

12449.35

154371

12.4

... More
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

12449.35

1756603

141.1

... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510

12449.35

825391

66.3

... More
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

1114.28

746903

670.3

... More
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)

212.18

177775

837.85

... More
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)

20.28

22045

1087.05

... More
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

46.15

27731

600.9

... More
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. Upto 600mm

5.5

2392

435.05

... More
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

4.75

2793

588.1

... More
Providing and laying dry rubble soling complete as per drawings and Technical specifications Clause 1303

47.77

100613

2106.2

... More
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.

91.07

574550

6308.89

... More
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

120.43

806590

6697.58

... More
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

839.74

5509505

6560.97

... More
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

15

113247

7549.8

... More
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.

27.5

57920

2106.2

... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

20.38

42924

2106.2

... More
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

... More
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

122.5

587020

4792

... More
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

50

245600

4912

... More
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

20

104240

5212

... More
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

15

67740

4516

... More
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

3

24756

8252

... More
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

... More
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.

3

8921

2973.95

... More
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.

16

13344

834.05

... More
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.

36

30254

840.4

... More
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

... More
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

... More
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

202

273104

1352

... More
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

785

522810

666

... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be 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

... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

12.56

84121

6697.58

... More
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

... More
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

32

4384

137

... More
B) Proposed Upgradation & Maintenance of Road from SH-60 Gaware phata To Jambhali phata Km 0/00 to 11/200 in Taluka : Baramati, District : Pune.

-

-

-

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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

3.36

89143

26530.85

... More
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

... More
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.

25350

400530

15.8

... More
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.

2429.02

203794

83.9

... More
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.

11991.43

6301496

525.5

... More
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.

9047.5

669515

74

... More
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

639

69459

108.7

... More
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

639

316944

496

... More
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.

10855.22

6791568

625.65

... More
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%

5499.1

12671026

2304.2

... More
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)

2785.26

6888226

2473.1

... More
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)

3395.16

8986649

2646.9

... More
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

43576.5

3154938

72.4

... More
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

43576.5

544706

12.5

... More
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

43576.5

6342559

145.55

... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510

43576.5

2961023

67.95

... More
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

4752.34

3185491

670.3

... More
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)

37.96

31804

837.85

... More
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)

37.96

41264

1087.05

... More
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

63.86

38373

600.9

... More
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.Upto 600mm

7.7

3349

435.05

... More
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

7.5

4410

588.1

... More
Providing and laying dry rubble soling complete as per drawings and Technical specifications Clause 1303

88.46

186314

2106.2

... More
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.

410.23

2673094

6516.09

... More
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

334.3

2303967

6891.82

... More
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

2197.34

14819874

6744.46

... More
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

15

113247

7549.8

... More
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.

48.11

101329

2106.2

... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

29.34

61795

2106.2

... More
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 800mm diameter in proper line, level and slope etc. complete

2.5

18640

7456

... More
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

307.5

840397

2733

... More
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

375

1797000

4792

... More
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

40

208480

5212

... More
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

31

139996

4516

... More
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

6

49512

8252

... More
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.

2.7

11740

4348.25

... More
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.

2

10216

5108.1

... More
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

... More
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.

43

35864

834.05

... More
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.

114

95805

840.4

... More
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

... More
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

... More
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

240

1178880

4912

... More
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

493

666536

1352

... More
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

2319.2

1544587

666

... More
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be 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.

634

232044

366

... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

6.88

47415

6891.82

... More
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

69.08

2359

34.15

... More
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

27.18

3722

137

... More
SUB TOTAL

-

-

-

... More
A) Proposed Upgradation & Maintenance of Road from SH-60 (22 Phata) to Barge wasti- Mahadev Mandir - Khandaj Km 0/000 to Km 3/250 in Taluka : Baramati, District : Pune.

-

26849659

-

... More
B) Proposed Upgradation & Maintenance of Road from SH-60 Gaware phata To Jambhali phata Km 0/00 to 11/200 in Taluka : Baramati, District : Pune.

-

86944505

-



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