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₹ 1,67,47,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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approved materials obtained from borrow pits with all

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lifts and leads, transporting to site spreading,grading to

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required slope and compacted to meet requirement of

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table 300.2 with lead upto 1000m as per Technical

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specification clause 303.1

657.36

131794

200.49

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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

1210.14

44424

36.71

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Construction of granular sub-base by providing local

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materials, spreading in uniform layers, watering raming

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to required templete and consolidating with power road

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roller 80-100 kn capacity to achieve the desired density

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complete.The thickness of the compacted base to be

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150mm Work to be done as per direction of Engineer

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in Charge(Using Naturally ocurring River Bed Materials.

1030.5

1204829

1169.17

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Water Bound Macadam Base (Grade-II)

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Providing laying, spreading & compacting stone aggre-

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gates of specific sizes to water bound madadam speci-

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fication i/c spreading in uniform thickness, hand pack

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rolling with smooth wheel roller 80-100 kN static roller

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in stages to proper grade and camber applying & bro-

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mming, water & compacting to the required density

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Grading II as per Technical Specification Clause 405

573.5

932792

1626.49

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Water Bound Macadam Base (Grade III)

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Providing laying, spreading & compacting stone aggre-

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gates of specific sizes to water bound madadam speci-

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fication i/c spreading in uniform thickness, hand pack

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rolling with smooth wheel roller 80-100 kN static roller

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in stages to proper grade and camber applying & bro-

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mming, water & compacting to the required density

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Grading II as per Technical Specification Clause 405

573.5

967419

1686.87

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Prime Coat :

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Providing & applying primer coat with Bitumen emulsion

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(SS-1) on prepared surface of granular base i/c clean

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of road surface and spraying primer at the rate of 0.90-

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1.2kg/sqm using mechnical means as per Technical

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Specification clause 502.

7650

476901

62.34

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Tack Coat:

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Pro. & applying tack coat with Bitumen emulsion(RS-1)

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using emulsion distributor at the rate of 0.25 to 0.30km

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per sqm on the prepared granular clause 503.

7650

134104

17.53

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20mm thick open graded premix carpet usingBituminous

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Binder ;

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Case I : By Mannual Means

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1. Bituemen (S-90)

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Providing & Laying & rolling of open graded premix carpet of 20mm thickness composed 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required lines laying & rolling with a three wheel 80 to 100kN static roller capacity finished to 100 Kn static roller capactity required seal coat of type B as per Tech. Clause 508

7650

1406452

183.85

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Seat Coat:

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Case : I Type B

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(1) Bitumen (S-90)

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Providing & laying seal coat sealing the voids in a

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bituminous surface laid to the specified level, grade &

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cross falling using Type A as per tech. Clause 510

7650

471087

61.58

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Carriage of Stock Materials : (Lead 100Km)

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Consumption of Cement/Steel/Bitumen/Emulsion

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Loading

28.76

3175

110.42

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Unloading

28.76

2879

100.12

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Haulage

2876.4

12080

4.2

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Carriage of stone boulder(Lead 30Km)

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Consumption of Stone

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Loading

3089.26

113870

36.86

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Unloading

3089.26

74636

24.16

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Haulage

203891.16

856342

4.2

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Carriage of stone chips(Lead 100Km)

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Consumption of Stone Chips & Dust

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Loading

206.55

7613

36.86

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Unloading

206.55

4990

24.16

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Haulage

49572

208202

4.2

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Carriage of sand(Lead 30Km)

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Loading

68.85

2537

36.86

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Unloading

68.85

1663

24.16

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Haulage

3800.52

15962

4.2

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Section B

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Earthwork in excavation for structures as per drawing

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i/c setting out, const. of shoring & bracing, removal of

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stumps & other deleterious materials & disposal upto

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lead of 50m necessary arrangement for dewatering shall

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be kept if required clause 305.1)

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572

120320

210.35

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Ordinary Rock

381.49

100304

262.93

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Retaining wall and Brest Wall:

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Intermediate band of Random Rubble masonary with

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cement mortar (1:5),1(cement):5(sand)

1673.39

4829437

2886.02

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Providing and Laying Plain cement concrete in 1:2:4 mix including curing,compacting etc all complete.

56.56

280116

4952.55

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Providing & laying parapet of standard size on 1:2:4 mix plum cement concrete and plastering with cement mortar of 12mm thick all complete.(60cm height, 45cm top and 60cm bottom)

82

120945

1474.94

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Providing & laying of Gabian wall in wire crates

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with 4mm dia GI wire conforming to IS:280 & IS:4826 in

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100mm x 100mm mesh i/c 10% extra for laps & joints

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laid with hard durable regular in shape stone boulders

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weighing not less than 25kg each Clause 1301

240

428666

1786.11

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Backfilling behind abutment, wing wall & return wall complete as per drawing with well packed graded filter to a thickness not less than 600mm with smaller size soil & bigger size towards the wall & provided over the entire surface, wing or return wall to the full height as per Clause 1204.3.8)

151.75

73991

487.58

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Carriage of Stock materials : (Lead 30Km)

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Consumption of Cement/Steel/Bitumen/Emulsion

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Loading

224.5

21156

94.24

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Unloading

224.5

21156

94.24

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Haulage

6734.87

28286

4.2

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Carriage of Non-Stock materials(Lead 30Km)

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Consumption of Sand

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Loading

601.61

22175

36.86

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Unloading

601.61

14534

24.16

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Haulage

33209.1

139478

4.2

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Carriage of Non-Stock materials(Lead 30Km)

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Consumption of Stones

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Loading

2115.08

155923

73.72

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Unloading

2115.08

77962

36.86

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Haulage

139595.54

586301

4.2

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Section C

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Construction of Hill Side Drain

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construction of RCC cross drain of internal dimension (1.00mx1.00m) annexure enclosed.

8

964232

120529

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Const. of hill side drain with PCCM 10(1:3:6) in accordance with the requirement of specification true to line and grades. Clause 1606.1

1992

1318006

661.65

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Providing & laying hand packed stone soling of thickness

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with clean hard stones i/c hammer dressing of stone for

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laying as per required level and camber

203.18

113837

560.28

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Carriage of Stock materials : (Lead 30 Km)

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Consumption of Cement

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Loading

67.71

6380

94.24

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Unloading

67.71

6380

94.24

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Haulage

2031.24

8531

4.2

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Carriage of Non-Stock materials(Lead 30Km)

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Consumption of Sand

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Loading

144.65

5331

36.86

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Unloading

144.65

3494

24.16

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Haulage

7984.68

33535

4.2

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Carriage of Non-Stock materials(Lead 30Km)

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Consumption of Stones

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Loading

408.45

30110

73.72

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Unloading

408.45

15055

36.86

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Haulage

26957.7

113222

4.2

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Section D(Road Furniture)

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Ordinary Kilometer Stone (precast/ cast-in-situ)

3

4006

1335.58

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Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703

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200 M Stone (precast/ cast-in-situ)

8

3214

401.82

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Providing and fixing 'Logo' of PMGSY project

2

12509

6254.77

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Providing & fixing of retro-reflectorised cautionary, man-

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datory & infomatory sign as per IRC:67 made of encap-

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sulated lens type reflective sheeting vide clause 1701.2.3

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fixed over aluminium sheeting 1.5mm thick surpported

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on a mild steel angle iron post 75mmx75mmx6mm fix

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to the gound by means of properly designed foundation

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with M15 grade c.c. 450mmx450mmx600mm,600mm

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below ground level as per drawing Clause 801

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900mm equilateral triangle

5

7597

1519.55

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600mm equilateral triangle

5

7480

1496.1



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