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
Telecommunication Services
Eprocure
Opening Date31 Jan 2024
Closing Date19 Feb 2024
Tender Amount₹ 11,85,20,500 
Notes
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Costs

Summary

Sk02/02

Description

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BOQ Items

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DO_NOT_SHOW

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Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

45753.75

135431

2.96

... 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 with lead upto 1000 m as per Technical Specification Clause 303.1. Only Shoulder Portion (GSB)

2440.2

625228

256.22

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Construction of granular sub base by providing well graded material, spreading in uniform layers with motor 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 Technical Specification Clause 401.

-

-

-

4359.93

7678490

1761.15

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Providing, laying, spreading and compacting stone aggregate of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, crusable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405, Aggregated (0.111 cum) (A) Manual Means

-

-

-

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WBM-II

1778.47

4377899

2461.61

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Grading No. -III (WBM-III)

5045.68

12783318

2533.52

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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

48041.44

2200778

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

48041.43

733112

15.26

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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

2402.08

18680673

7776.89

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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

48041.44

10324105

214.9

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Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)

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-

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Carriage on Surface road

18783.75

77952

4.15

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Carriage on Un Surface road

259.68

1295

4.99

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Loading & Unloading

173.12

51289

296.26

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Stone Chips For MSS

-

-

-

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Carriage on Surface road

272274.73

1129940

4.15

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Carriage on Un Surface road

3764.17

18783

4.99

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Loading & Unloading

1619

138391

85.48

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Stone Chips For BM

-

-

-

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Carriage on Surface road

571615.96

2372206

4.15

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Carriage on Un Surface road

7902.53

39433

4.99

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Loading & Unloading

3398.94

290540

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

49

338322

6904.55

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ii) 600mm Circular

16.33

101914

6239.8

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Fixing of 5th KM stone

2

8364

4182.03

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Fixing of Ordinary KM stone

10

24237

2423.72

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Fixing of 200mtr stone

49

34175

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

2447.7

538371

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).

400

1782956

4457.39

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Slip Clearance

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-

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Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

3357.55

137894

41.07

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H.S. Drain

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-

-

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Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge. As per Clause 13.2 of SOR other works

1220.1

2416286

1980.4

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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)

9882.81

10172079

1029.27

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Carriage of Stock Materials (Cement )

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-

-

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Carriage on Surface road

13056.17

54183

4.15

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Carriage on Un Surface road

584.61

2917

4.99

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Loading & Unloading

389.74

115463

296.26

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Carriage of Non-Stock Materials (Sand )

-

-

-

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Carriage on Surface road

36452.82

151279

4.15

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Carriage on Un Surface road

1632.22

8144

4.99

... More
Loading & Unloading

591.38

50551

85.48

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

-

-

-

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Carriage on Surface road

199116.68

826334

4.15

... More
Carriage on Un Surface road

2752.77

13736

4.99

... More
Loading & Unloading

1183.99

101207

85.48

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

-

-

-

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Carriage on Surface road

87052.88

361269

4.15

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Carriage on Un Surface road

3897.89

19450

4.99

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Loading & Unloading

1181.18

191351

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.

2563.69

1203035

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)

221.75

209175

943.28

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Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

203.88

936316

4592.6

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Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.

103.48

222177

2147.1

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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

202.32

989250

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)

2470.21

11202186

4534.92

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

279.57

357782

1279.76

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

264

358081

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

777.3

1000874

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

1009

340436

337.4

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Carriage of Stock Materials (Cement )

-

-

-

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Carriage on Surface road

13535.55

56172

4.15

... More
Carriage on Un Surface road

606.07

3024

4.99

... More
Loading & Unloading

404.05

119678

296.2

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

-

-

-

... More
Carriage on Surface road

101678.33

421965

4.15

... More
Carriage on Un Surface road

4552.76

22718

4.99

... More
Loading & Unloading

1152.25

98494

85.48

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

-

-

-

... More
Carriage on Surface road

204924.13

850435

4.15

... More
Carriage on Un Surface road

2833.05

14136

4.99

... More
Loading & Unloading

1157.7

98959

85.48

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

-

-

-

... More
Carriage on Surface road

181770.05

754345

4.15

... More
Carriage on Un Surface road

8138.96

40613

4.99

... More
Loading & Unloading

2466.35

399548

162

... More
Cross Drainage Work

-

-

-

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RCC SLAB CULVERT (1X1X1.5)

12

8028211

669017.66

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RCC SLAB CULVERT (1X2X2)

11

8359567

759960.7

... More
RCC SLAB CULVERT (1X6X3)

1

1735545

1735545.9



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