Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date31 Jan 2024
Closing Date19 Feb 2024
Tender Amount₹ 3,06,56,700 
Notes
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Costs

Summary

Sk01/04

Description

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BOQ Items

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DO_NOT_SHOW

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Construction of hard shoulders with GSB material with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

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-

-

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Only Shoulder Portion (Earthen)

798.8

204668

256.22

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Only Shoulder Portion (GSB)

399.4

756615

1894.38

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Profile Correction 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 with lead upto 1000 m as per Technical Specification Clause 303.1(CTB), (CTBS), (MSS)

6979.21

1788212

256.22

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Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

1965.8

4028704

2049.4

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Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading

1572.64

3409494

2168.01

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Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502

15726.38

720425

45.81

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TACK COAT-

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-

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Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

15726.38

239984

15.26

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Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

15726.38

3379597

214.9

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Cost of Haulage for Stock materials Excluding Loading and Unloading

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Carriage on Surface road

7485.76

31065

4.15

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Carriage on Un Surface road

220.17

1098

4.99

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Loading & Unloading

55.04

16306

296.26

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Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB)

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-

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Carriage on Surface road

6437

26713

4.15

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Carriage on Un Surface road

628

3133

4.99

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Loading & Unloading

157

46512

296.26

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Stone Chips For CTSB

-

-

-

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Carriage on Surface road

218407.9

906392

4.15

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Carriage on Un Surface road

15600.56

77846

4.99

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Loading & Unloading

2516.22

215086

85.48

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Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

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-

-

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Carriage on Surface road

6437

26713

4.15

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Carriage on Un Surface road

628

3133

4.99

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Loading & Unloading

157

46512

296.26

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Stone Chips For CTB

-

-

-

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Carriage on Surface road

174726.32

725114

4.15

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Carriage on Un Surface road

12480.45

62277

4.99

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Loading & Unloading

2012.98

172069

85.48

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Stone Chips For MSS

-

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-

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Carriage on Surface road

111719.54

463636

4.15

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Carriage on Un Surface road

3285.87

16396

4.99

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Loading & Unloading

529.98

45302

85.48

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Road Furniture

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-

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Informatory Sign board with Logo

1

14388

14388.58

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Fixing of citizen board

2

28777

14388.58

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Maintenance Information board

1

14388

14388.58

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Fixing of road cautionary Sign

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-

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i) 900mm equilateral triangle

10.67

73650

6904.55

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ii) 600mm Circular

5.33

33277

6239.87

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Fixing of 5th KM stone

-

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-

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Fixing of Ordinary KM stone

4

9694

2423.72

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Fixing of 200mtr stone

16

11159

697.45

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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

806.3

177345

219.95

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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 clause 810).

171

762213

4457.39

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H.S. Drain

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-

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Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of the Engineer- in - Charge. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)

3994

4110904

1029.27

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Carriage of Stock Materials (Cement )

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-

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Carriage on Surface road

10578

43898

4.15

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Carriage on Un Surface road

1032

5149

4.99

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Loading & Unloading

258

76435

296.26

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Carriage of Non-Stock Materials (Sand )

-

-

-

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Carriage on Surface road

19342.46

80271

4.15

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Carriage on Un Surface road

1381.6

6894

4.99

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Loading & Unloading

187.72

16046

85.48

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Carriage of Non-Stock Materials (Stone Chips )

-

-

-

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Carriage on Surface road

32587.85

135239

4.15

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Carriage on Un Surface road

4

19

4.99

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Loading & Unloading

375.44

32092

85.48

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Carriage of Non-Stock Materials (Stone )

-

-

-

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Carriage on Surface road

49698.14

206247

4.15

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Carriage on Un Surface road

3549.87

17713

4.99

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Loading & Unloading

403.39

65349

162

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Protection Work (Retaining Wall, Breast Wall)

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-

-

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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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.

455.27

213640

469.26

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Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

36.5

34429

943.28

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

36.5

178471

4889.63

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Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

412.22

1869371

4534.92

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material

51.12

65421

1279.76

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Granular material

54.6

74057

1356.37

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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

131.4

169194

1287.63

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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

169

57020

337.4

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Carriage of Stock Materials (Cement )

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-

-

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Carriage on Surface road

2726.5

11314

4.15

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Carriage on Un Surface road

266

1327

4.99

... More
Loading & Unloading

66.5

19701

296.26

... More
Carriage of Non-Stock Materials (Sand )

-

-

-

... More
Carriage on Surface road

29573.63

122730

4.15

... More
Carriage on Un Surface road

2112.4

10540

4.99

... More
Loading & Unloading

197.95

16920

85.48

... More
Carriage of Non-Stock Materials (Stone Chips )

-

-

-

... More
Carriage on Surface road

16740.81

69474

4.15

... More
Carriage on Un Surface road

1195.77

5966

4.99

... More
Loading & Unloading

184.93

15808

85.48

... More
Carriage of Non-Stock Materials (Stone )

-

-

-

... More
Carriage on Surface road

46423.64

192658

4.15

... More
Carriage on Un Surface road

3315.97

16546

4.99

... More
Loading & Unloading

376.82

61044

162

... More
Cross Drainage Work

-

-

-

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RCC SLAB CULVERT (1X1X1.5)

6

4037069

672844.87



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