Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Jan 2024
Closing Date29 Jan 2024
Tender Amount₹ 3,19,65,000 
Notes
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Costs

Summary

Mdu 150 Tn No 44 2023 24 Hdo Dated 05 01 2024

Description

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BOQ Items

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DO_NOT_SHOW

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Road - C

103

527978

5126

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Road - D

113

579238

5126

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Road - E

31

158906

5126

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Road - F

18

92268

5126

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Road - I

4

20504

5126

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Road - J

2

10252

5126

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60cm Circular Board

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-

-

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Road - A

11

49643

4513

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Road - C

10

45130

4513

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Road - D

46

207598

4513

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Road - E

14

63182

4513

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Road - K

6

27078

4513

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Road - L

5

22565

4513

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Road - M

6

27078

4513

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Road - N

2

9026

4513

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Road - O

7

31591

4513

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Road - P

18

81234

4513

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Road - Q

4

18052

4513

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Road - R

11

49643

4513

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60cmx45cm Rectangle Chevron Board

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-

-

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Road - A

320

1381120

4316

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Road - B

52

224432

4316

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Road - E

8

34528

4316

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Road - F

78

336648

4316

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Road - I

12

51792

4316

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Road - J

12

51792

4316

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60cmx60cm Rectangle Chevron Board

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-

-

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Road - K

18

93312

5184

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Road - L

52

269568

5184

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Road - N

14

72576

5184

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Road - O

136

705024

5184

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Road - P

114

590976

5184

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Road - Q

200

1036800

5184

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Road - R

158

819072

5184

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Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MOR&H specification No.803.

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Road - A

1080.4

961556

890

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Road - B

1199.55

1067599

890

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Road - C

924.49

822796

890

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Road - D

313.59

279095

890

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Road - E

400.99

356881

890

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Road - F

459.9

409311

890

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Road - G

438

389820

890

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Road - I

75.6

67284

890

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Road - J

65.7

58473

890

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Road - K

667.8

594342

890

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Road - L

624.75

556027

890

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Road - M

831.6

740124

890

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Road - N

448.88

399498

890

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Road - O

768.6

684054

890

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Road - P

1243

1106270

890

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Road - Q

244.05

217204

890

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Road - R

346.2

308118

890

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Providing and fixing reflective road studs of 'category A' Raised pavement markers made our of poly carbonate / methyl methercrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D42800. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH, 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 + /-5 degree. Each reflector shall have a CIL not less then values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 + / - 2mm and height not less than 30+/ - 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the raod for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as derected by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete

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Road - A

875

420000

480

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Road - B

928

445440

480

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Road - C

1232

591360

480

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Road - D

614

294720

480

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Road - E

466

223680

480

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Road - F

224

107520

480

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Road - G

362

173760

480

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Road - I

80

38400

480

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Road - J

120

57600

480

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Road - K

608

291840

480

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Road - L

428

205440

480

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Road - M

566

271680

480

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Road - N

1110

532800

480

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Road - O

534

256320

480

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Road - P

1176

564480

480

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Road - Q

582

279360

480

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Road - R

824

395520

480

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Providing and erecting of retro reflectorised Hazard Marker Traffic sign made out of high intensity grade sheeting confirming to Type -IV standardsof IRC-67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75x75x6mm and 0.6m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45mx45mx60m size including cost and conveyance of all materials,equipment,Machinery and labour with all leads and lifts ,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.6 IRC 67-2012.The retro-reflective sheeeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012.(as per MORT&H specifications No.801).- ( 30 cm x 90 cm Rectangular)

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-

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Road - A

24

96000

4000

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Road - B

64

256000

4000

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Road - C

59

236000

4000

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Road - E

16

64000

4000

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Road - G

20

80000

4000

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Road - H

10

40000

4000

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Road - L

4

16000

4000

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Road - M

4

16000

4000

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Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 - 09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the gound level to the bottom of the sign board and 0.60m below gound level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the gound be means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coeffecient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) - (90cm high octagon)

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Road - A

16

159616

9976

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Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro reflective sheeting confirming to Tpe XI specifications as per ASTM D 4956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification. (Rigid median marker)

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Road - A

130

61100

470

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Road - B

30

14100

470

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Road - C

385

180950

470

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Road - D

156

73320

470

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Providing and erecting Direction and Place Identification retro - reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type -IV standards of IRC 67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25 mm x 3mm Mild steel angle and supported on a mild steel angle post 75 x 75 x 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC:67 - 2010 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the Engineer in charge. High Intensity Retro - Reflectorised sheet shall consist of minimum coefficient of Retro - Reflection as per Table 6.6 of IRC:67-202. The retro - reflective sheeting shall be covered under 7 year waranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H specification No.801)

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-

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Road - B

42.12

497226

11805

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Road - D

2.16

25498

11805

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Road - E

8.64

101995

11805

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Road - G

8.64

101995

11805

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Road - I

2.16

25498

11805

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Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 em wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT&H specification No. 806)

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-

-

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Road - B

20

48000

2400

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Road - E

51

122400

2400

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Road - J

20

48000

2400

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Supply and fixing of AFP sheeting flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminium (Al) foil with pressure sensitive adhesive and liner, further this flexible prismatic sheeting shall have screen printed arrow / slant line patern in black colour on top in continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used shall crack when slowly bent in second time around a 1/8th inch mandrel after being conditioned for 24 hrs at 0 degrees and tested as per sections 2.2.2 of ASTM, D 4956-09. The AFP sheeting with the linear removed shall be applied with a neoprene contact adhesive with polychloroprene as base viscosity of 200-450 cps and solid content of 20-30% once applied the edges of the proguct shall be extremely resistrant to peel off. A test report from institutes like ARAI / CRR / confirming to above mentioned flexibility and ASTM D 4956-09 type - VI retre reflectibity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during pre-qualification and supply of material 2 years pre-qualification warrenty for field performance shall be submitted by the contractor for technical qualification in the tender.

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-

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Road - C - Aluminium Backed Flexible Prismatic (AFF) Sheeting

7.58

69690

9200

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Road - E - Aluminium Backed Flexible Prismatic (AFF) Sheeting

1.65

15180

9200

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Providing and Fixing of Retro- Reflectorised Cautionary Star sign made out of High intensity Prismatic Grade Reflective sticked over CR sheet 0.20mm/ 32G thickness with block enamel paint firmly fixed on the trees with 1 1/2 " x 14G wire nails of size 100mm x 100mm.

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-

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Road - C - Star Sign Sticker

50

4500

90

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Road - D - Star Sign Sticker

300

27000

90

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Road - E - Star Sign Sticker

90

8100

90

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Providing and erecting single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm which all "W" beams, posts and spacer channels shall be made by cold roll forming, using HR coils conform to IS 5986 Fe 410/360 and hot dip galvanilzed having zinc mass of 550 gms/ Sqm minimum, 950 mm above road/ ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2 m centre to centre 312mmx83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x 800 mm for a length of 750mm below ground. All fixing bolts and nuts hot dip galvinized confirming to IS : 1367 Clause 4.60 all complete as per Technical specifications and as directed by the Engineer-in- charge.

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-

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Road - E - Metal Crash Barrier

52

338000

6500

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Supplying of Solar Blinker: Including Solar Panel 60 Wp, Solar LED Blinker with 300mm Dia (LED-192 nos)- Red, Yellow, Charge Controller - 12V/5A, SMF 40AH/12V Battery, Visible Distance - 1000meters, 24 Houirs operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and other accessories, Polr height 17 feet, Civil works: (including Land Levelling, Clearing and digging pits & concrete post grounding) Erection and Commissioning work: Pole erection and levelling of polr, Testing and connection of batteries, Charger controller and solar panel wiring work.

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-

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Road - F - Star Sign Blinker

5

150000

30000

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Road - G - Star Sign Blinker

10

300000

30000

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Road - H - Star Sign Blinker

7

210000

30000

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Road - I - Star Sign Blinker

1

30000

30000

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Road - J - Star Sign Blinker

2

60000

30000

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Providing and Fixing Supplying and fixing of Solar Raised Pavement Markers made of polycorbonate molded body, solar powered, LED self-illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total inernal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D 4280 Type H. The product should be resistant to water ingress accrding to IP 65 standards with IS 12063:1987 categtory 2 and should whithstand temperatures in the range of -7C to 70C. Flashng rate and color of lighting is to be provided as per requirement. There should be minimum current losses of less than 20 micro-amperesin sleep-charging mode to enhance product life and single charge should provide for a minimum autonomy of 50 hours. The height, width and length shall not be less 10mm x 100mm x 100mm. 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 recommondation and complete as directed by the engineer. Warranty certificate and test reports confirming to compressive strength as per MORTH circular shall be obtained from the manufacturer and submitted to the engineer-in-charge. Two years warranty certificate for Solar RPM for the quantity installed and a certified copy of test reports from an indepentent test laboratory confirming to water ingress shall be obtained from the manufacturer by the contractorand submitted to the engineer-in-charge.

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-

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Road - F - Solar Raised Pavement Markers

20

66000

3300

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Road - G - Solar Raised Pavement Markers

60

198000

3300

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Road - H - Solar Raised Pavement Markers

50

165000

3300

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Road - J - Solar Raised Pavement Markers

10

33000

3300

... More
Road - M - Solar Raised Pavement Markers

20

66000

3300

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Road - N - Solar Raised Pavement Markers

90

297000

3300

... More
Supply and installation of Flexible Delineators/Spring Post (Road way indicators, hazard markers, object markers), 80-100 cm above ground level, painted at alternatively black and White in 15 cm wide strips, fitted with 80 x 100 mm, reclangular or 75 mm dia circular reflectorised panels at the top, buried or pressed in to the ground and conforming to IRC 79 etc., complete (as per MORT&H specification No. 806.)

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-

-

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Road - F - Flexible Delineators/Spring Post

250

495000

1980

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Road - J - Flexible Delineators/Spring Post

50

99000

1980

... More
Providing and erecting of Convex Traffic Mirror as per standard specification and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the Engineer in charge as per IRC 67:2012 (as per MORT&H specification No.801)

-

-

-

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Road - F - Convex Traffic Mirror

3

10500

3500

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Calculation of SubTotal, GST and Total Amount carried out by system automatically

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-

-

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Basic cost of value put to tender as per estimate

1

-

27070211

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Add GST at 18%

1

-

4872638

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Total Value put to Tender

1

-

31942849

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Excess/Less Percentage

1

-

-

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Final Value

1

-

-

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Add GST at 18% of Final Value

1

-

-

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Total Value of Contract Including 18% of GST

1

-

-

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Basic cost of value put to tender as per Estimate

-

27070211

-

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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

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-

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