Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works
Eprocure
Opening Date21 Nov 2018
Closing Date13 Dec 2018
Tender Amount₹ 1,49,48,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Compacting Cut Formation: Loosening , levelling and compacting the cut formation to facilitate placement of granular sub-base course , scarified to a depth of 150 mm, mixed with water at OMC and compacting by rolling so as to achieve minimum dry density as given in Table no. 300

2417.85

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67.5

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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)

1108.18

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1169.17

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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

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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

820.88

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1686.87

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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

8208.75

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79.94

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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

8208.75

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17.53

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20mm thick Open-Graded Premix Carpet using Bituminous emulsion: I. Bitumen Emulsion Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by seal xcoat of either Type A Type B Type C as per technical specification clause 508.

8208.75

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183.85

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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

8208.75

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87.63

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carrage of stock materials (160 km)

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-

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loading

37.19

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110.42

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unloading

37.19

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100.12

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Haulage

5949.7

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4.2

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carraige of stone chips and binding metarials

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-

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Stone( Lead 25 km)

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-

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loading

2671.09

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73.72

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unloading

2671.09

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36.86

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Haulage

146909.95

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4.2

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Stone Chips (Lead 160km)

-

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-

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loading

221.64

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73.72

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unloading

221.64

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36.86

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Haulage

78015.96

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4.2

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carraige of sand (lead 25 km)

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-

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loading

49.25

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36.86

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unloading

49.25

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24.16

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Haulage

1970

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4.2

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PROTECTIVE WORK

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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

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soil 60%

483.17

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210.35

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Ordinary rock 40%

322.11

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262.93

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

594.37

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2886.02

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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

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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

173.02

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1885.37

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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

299.03

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487.58

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

60

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1474.94

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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.

227.48

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3441.42

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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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carrage of stock materials (60 km)

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-

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loading

78.8

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94.24

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unloading

78.8

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94.24

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Haulage

4728.19

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4.2

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carraige of sand (lead 25 km)

-

-

-

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loading

162.55

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36.86

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unloading

162.55

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24.16

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Haulage

6502

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4.2

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carraige of stone (lead 25 km)

-

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-

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loading

1348.03

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73.72

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unloading

1348.03

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36.86

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Haulage

74141.65

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4.2

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SIDE DRAIN AND C.D

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-

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Construction of Hill Side Drain

1990

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1259.9

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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:

179.1

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560.28

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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

-

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-

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soil 60%

298.8

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210.35

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Ordinary rock 40%

199.2

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262.93

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Jungle Clearance and clearance of bushes etc all complete

1370

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25.98

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White washing with white lime in two or more coats to give an even shade include- ding cleaning the surface to remove dirt, dust, mortar drops etc on old surface complete.(to be paid on actual)

2

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20000

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carrage of stock materials (60 km)

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-

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loading

116.22

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94.24

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unloading

116.22

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94.24

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Haulage

6973.32

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4.2

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carraige of sand (lead 25 km)

-

-

-

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loading

206.96

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73.72

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unloading

206.96

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36.86

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Haulage

8278.4

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4.2

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carraige of stone (lead 25 km)

-

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-

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loading

1043.76

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73.72

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unloading

1043.76

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36.86

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Haulage

57406.8

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4.2

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ROAD FURNITURE AND OTHERS

1

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47366



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