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 Date19 Aug 2023
Closing Date31 Aug 2023
Tender Amount₹ 3,77,08,000 
Notes
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Costs

Description

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BOQ Items

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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.

12432

323232

26

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Construction of granular sub-base (Grading III) by providing Moorum & sand spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per MORD Technical Specification Clause 401 as per direction of Engineer-in-Charge.

5791.87

9661186

1668.06

... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 but excluding the charges of GST as per direction of Engineer-in-Charge.

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-

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Grading No. -II (63-45mm size) with crusable screening like moorum and sand admixure

1273.73

4510150

3540.9

... More
Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure

1273.73

4655024

3654.64

... More
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means and including cost conveyance & royality of all materials & cost of all labour & T&P required for the work hire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.

16983

627861

36.97

... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specification for road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.

16983

222986

13.13

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 grade 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 & as per direction of Engineer-in-Charge.

16983

3365011

198.14

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 with VG-30Grade Penetration Grade Bitumen & as per direction of Engineer-in-Charge

16983

1313804

77.36

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Construction of un-reinforced, 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 25mm 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 form work 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 bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

146.25

1023767

7000.12

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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.

690.36

142745

206.77

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Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

165.63

180183

1087.87

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Providing and laying reinforced cement concrete pipe NP3 for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MoRD but excluding the charges of GST & as per direction of the Engineer-in-Charge.

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1000 mm dia Single Row

52.5

358237

6823.57

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Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.

39.61

352738

8905.97

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PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.

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Foundation

130.16

740968

5692.75

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Sub-Structure

689.83

4025013

5834.79

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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

-

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-

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Superstructure

20.97

195951

9344.36

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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge.

216

23373

108.21

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Reinforced cement concrete M15 grade Kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD but excluding the charges of GST and as per direction of Engineer-in-Charge.

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-

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Fixing of 5th. Km. Stone

4

16161

4040.35

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Fixing of Km. Stone

16

38634

2414.66

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Fixing or 200m Stone

19

13034

686

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providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of Engineer-in-Charge

640

550822

860.66

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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring but excluding the charges of GST etc. complete as per MoRD Technical Specification Clause 1701 and as per direction of Engineer-in-charge.

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-

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Information signs

1

13046

13046.46

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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and as per direction of Engineer-in-Charge.

2

12873

6436.71

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Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 etc complete including cost conveyance etc required as per specification but excluding the charges of GST & direction of Engineer-in-Charge.

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600mm dia circular ( Speed Limit)

12

25580

2131.67

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800mm x600mm rectangular (For Place Indentification)

2

4531

2265.99

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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge

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-

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1st year

249.75

71940

288.05

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2nd year

199.8

57552

288.05

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3rd year

249.75

71940

288.05

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4th year

199.8

57552

288.05

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5th year

249.75

71940

288.05

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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction

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-

-

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1st year

499.5

17592

35.22

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2nd year

649.35

22870

35.22

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3rd year

699.3

24629

35.22

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4th year

724.28

25509

35.22

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5th year

749.25

26388

35.22

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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.

-

-

-

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1st year

1165.5

16130

13.84

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2nd year

1398.6

19356

13.84

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3rd year

1078.92

14932

13.84

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4th year

1340.33

18550

13.84

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5th year

1631.7

22582

13.84

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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Enginee

-

-

-

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1st year

669.33

169253

252.87

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2nd year

870.13

220029

252.87

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3rd year

937.06

236954

252.87

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4th year

970.53

245417

252.87

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5th year

1003

253628

252.87

... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908

-

-

-

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1st year

7

9085

1297.98

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2nd year

7

9085

1297.98

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3rd year

7

9085

1297.98

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4th year

7

9085

1297.98

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5th year

7

9085

1297.98

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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910

-

-

-

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1st year

4.7

5568

1184.82

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2nd year

4.7

5568

1184.82

... More
3rd year

4.7

5568

1184.82

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4th year

4.7

5568

1184.82

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5th year

4.7

5568

1184.82

... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

-

-

-

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1st year

84

2157

25.68

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2nd year

84

2157

25.68

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3rd year

84

2157

25.68

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4th year

84

2157

25.68

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5th year

84

2157

25.68

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Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD

-

-

-

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1st year

4.7

3087

656.88

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2nd year

4.7

3087

656.88

... More
3rd year

4.7

3087

656.88

... More
4th year

4.7

3087

656.88

... More
5th year

4.7

3087

656.88

... More
Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.

-

-

-

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1st year

35

4380

125.16

... More
2nd year

31

3879

125.16

... More
3rd year

23

2878

125.16

... More
4th year

23

2878

125.16

... More
5th year

24

3003

125.16

... More
Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.

-

-

-

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1st year

132

987

7.48

... More
2nd year

126

942

7.48

... More
3rd year

80

598

7.48

... More
4th year

85

635

7.48

... More
5th year

70

523

7.48

... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge

-

-

-

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1st year

832.5

2122

2.55

... More
2nd year

666

1698

2.55

... More
3rd year

832.5

2122

2.55

... More
4th year

832.5

2122

2.55

... More
5th year

999

2547

2.55



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