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 Date7 Feb 2019
Closing Date15 Feb 2019
Tender Amount₹ 1,52,92,800 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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)

1007.44

1177868

1169.17

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Water Bound Macadam Base (Grade-II)

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-

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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.)

559.69

910330

1626.49

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Water Bound Macadam Base (Grade-III)

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-

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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.)

559.69

944124

1686.87

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Prime Coat(Medium Porosity)

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-

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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

7462.5

465212

62.34

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Tack Coat

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-

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Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)

7462.5

130817

17.53

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Close Graded Premix Surfacing/Mixed Seal surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour.Providing,laying and rolling of close- graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type- a) or 13.2 mm to 0.09 mm (Type - b) aggregate using penetration 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, and finishing to required level and grade)

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Case-I Using Bitumen 60/70 grade

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for Grading-II(10 mm nominal size)

7462.5

1503395

201.46

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Seal Coat

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-

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Case II Type B

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-

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(I) Bitumen (s-90)

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Providing and laying seal coat sealing the voids in al bitumenous

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surface laid to the specified levels, grade and cross fall using

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type A as per specification

7462.5

459540

61.58

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Consumption of Cements/steel/Bitumen Emulsion from Odla bari to work site: LEAD 145 KM

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Loading

31.94

3526

110.42

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Unloading

31.94

3197

100.12

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Haulage

4631.23

19451

4.2

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Carriage of stone chips from Rangpo: LEAD 55KM

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-

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Loading & Unloading

3058.14

186607

61.02

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Haulage

370035.35

1554148

4.2

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Carriage of stone dust from Baagey Khola Crusher Plant: LEAD 55KM

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-

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Loading & Unloading

268.65

29707

110.58

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Haulage

32506.65

136527

4.2

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PROTECTIVE WORKS

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Earthwork in excavation by Mechanical means / manual means in foundation trenches including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

82.12

17273

210.35

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Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone chips of size 40mm and down) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.

323

932184

2886.02

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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 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

430

1479810

3441.42

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Providing and laying of boulders 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 syone boulders weighing less than 40 kgs each

277

522247

1885.37

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Backfilling behind abutement,wing wall and return wall complete as per drawing with well packed graded filter to a thickness etc. all complete

1085

529046

487.6

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Carriage of stock materials (40km radius)

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-

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Loading

96.84

9125

94.24

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Unloading

96.84

9125

94.24

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Haulage

3873.46

16268

4.2

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Carriage of sand (55 km radius)

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-

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Loading & Unloading

192.79

11764

61.02

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Haulage

19510.35

81943

4.2

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Carriage of Stone (55 km radius)

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-

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Loading & Unloading

906.66

100258

110.58

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Haulage

104719.23

439820

4.2

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Construction of Hill Side Drain

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-

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Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1

2000

1323300

661.65

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P/L hand packed stone soling of specified thickness with clean hard selected stones all complete

225

126063

560.28

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Carriage of Stock Materials : lead = 40km

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-

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loading

70

6596

94.24

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Unloading

70

6596

94.24

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Haulage

2800

11760

4.2

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Carriage of Sand : lead = 40km

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-

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Loading & Unloading

134.4

8201

61.02

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Haulage

10752

45158

4.2

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Carriage of Stone : lead = 55km

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-

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Loading & Unloading

460.06

50873

110.58

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Haulage

55667.26

233802

4.2

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Construction of 1.50X1.00 mtr RCC Culvert

1

532999

532999

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Construction of 2.00X2.00 mtr RCC Culvert

1

656580

656580

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ROAD FURNITURE

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Providing and fixing 'Logo' of PMGSY project

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm X 450 mm X 600mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

2

12509

6254.77

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1) 900 mm side octagon

12

18234

1519.55

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i) 600 mm equilateral triangle

12

17953

1496.1

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

15

90129

6008.65



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