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
Eprocure
Opening Date11 Jan 2019
Closing Date17 Jan 2019
Tender Amount₹ 1,59,56,000 
Notes
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Costs

Summary

Tender for Rcr From T01-soreng To Soreng Daragaon.

Description

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BOQ Items

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DO_NOT_SHOW

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Soil by Mechanical means

4402.68

181610

41.25

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Soil by Manual means

2030.11

170752

84.11

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Ordinary Rock by Mechanical means

1353.41

71135

52.56

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Ordinary Rock by Manual means

7704.7

693885

90.06

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Throwing of spoils

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-

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Pavement work

2209.5

442982

200.49

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Construction of Subgrade and Earthen Shoulders: Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) with lead upto 1000m as per technical specification clause 303.1

2209.5

58087

26.29

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Compacting cut formation

920.63

1076372

1169.17

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By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material Granular Sub-base with Close Graded Material (Table:- 400-1)

628.88

1022867

1626.49

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Water Bound Macadam Base (Grading-II): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smoothroller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) grading 2 as per technical specification clause 405

628.88

1060838

1686.87

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Water Bound Macadam Base (Grading-III): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) grading 3as per technical specification clause 405

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Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

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-

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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

8385

670296

79.94

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Prime Coat: Prime coat (Providing and applying primer coat with bitumen emulsion (ss-1)on prepared surface of granular Base including clearing of road surface and spraying primer at the rate 1.2 to 1.5 kg/sqm using mechanical means as per technical specification clause 503 High Porosity

8385

146989

17.53

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Tack Coat: Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion (RS-1)pressure distributor at required rate 0.25to 0.30 kg/sqmon the prepared bituminous/granular surface cleaned with mechanical broom.)as per clause 503 Granular Surface Treated with Primer

8385

1495380

178.34

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20 mm thick open graded premixed carpate using bituminous emulsion .

8385

516348

61.58

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Seal Coat: Case-I I: Type B (I) Using Bitumen 60/70 grade Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per technical clause 510

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-

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carrage of stock materials (120 km)

373.55

78647

210.54

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loading/unloading

4482.62

18827

4.2

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Haulage

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-

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carraige of stone chips and binding metarials

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-

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Stone( Lead 30 km)

2131.39

235689

110.58

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loading/unloading

140671.51

583786

4.15

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Haulage

-

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-

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Stone Chips (Lead 140km)

226.4

13814

61.02

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loading/unloading

77156.14

320198

4.15

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Haulage

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-

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carraige of sand (lead 30 km)

50.31

3068

61

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loading/unloading

2414.88

10142

4.2

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Haulage

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-

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PROTECTIVE WORK

783.72

164855

210.35

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Earth work in excavation for structure as per drawing for ordinary soil and ordinary rock(without blasting) upto 3 m depth as per specification 300

854.4

2465815

2886.02

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Providing and laying. Random Rubble Stone masonary in (1:5cement mortar) as per technical specification clause 700

325.44

158678

487.58

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Providing and laying Hand Packed wall with clean hard selected stone including centering aligning and slopes/curves etc. complete as per the direction of Engineer in Charg

399.28

752790

1885.37

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Providing and laying of boulder apron laid in wire crates with 4mm dia GI Wire conforming to IS : 280 and IS : 4826 in 100mm x 100mm mesh (woven diagonally) ncluding 10 percent extra for laps and joints with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301

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-

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Providing and laying hand packed stone filling behind abutment, wingwall and retaining wall complete as per drawing and technical specification clause 1204.3.8

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-

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Parapets of 45 cm top to 60 cm bottom and 60 cm height

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-

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Providing & laying Plum concrete in 1:2:4 c.c. (1 cement, 2 coarse sand, 4 clean hard grade stone chips of 20 mm to 25 mm nominal guage) with 50% clean hard stone of sizes not exceeding 15 cm including shuttering, compacting and curing complete.

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Slip clearance in mixed soil and throwing of spoils to lead of 30 m and lift of 1.50 m complete. Payment shall be done after actual measurement and as per the approved rate .

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-

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carrage of stock materials (30km)

53.87

10153

188.48

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loading/unloading

1610.15

6762

4.2

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Haulage

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-

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carraige of sand (lead 30 km)

296.48

18346

61.88

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loading/unloading

16009.75

67240

4.2

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Haulage

-

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-

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carraige of stone (lead 30 km)

1615.66

178659

110.58

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loading/unloading

106633.73

447861

4.2

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Haulage

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-

-

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SIDE DRAIN AND C.D

2000

1323300

661.65

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Construction of Hill Side Drain

300

218508

728.36

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Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:

4

493556

123389

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Providing and Laying reinforced Cement Concrete Pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2

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-

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carrage of stock materials (30 km)

69.2

6521

94.24

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loading

69.2

6521

94.24

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unloading

20760

87192

4.2

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Haulage

-

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-

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carraige of sand (lead 30 km)

132.86

4897

36.86

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loading

132.86

3209

24.16

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unloading

7174.66

30133

4.2

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Haulage

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-

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carraige of stone(lead 30 km)

571.73

42147

73.72

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loading

571.73

21073

36.86

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unloading

37734.05

156596

4.15

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Haulage

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-

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ROAD FURNITURE AND OTHERS

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Providing fitting fixing of typical PMGSY Informatory sign board with LOGO.

2

22319

11159.88

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Prviding fitting fixing informatory singn as per IRC :67

8

28195

3524.49



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