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 Date11 Jan 2019
Closing Date17 Jan 2019
Tender Amount₹ 1,45,78,000 
Notes
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Costs

Summary

Tender for Rcr From T21-jorethang Namchi Road.

Description

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GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes)

240

28464

118.6

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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

576.2

971974

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.

7686

479145

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.

7686

134735

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

7686

1413071

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

7686

473303

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

28.9

3191

110.42

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Unloading

28.9

2893

100.12

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Haulage

2889.9

12137

4.2

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Carriage of stone boulder(Lead 20Km)

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Consumption of Stone

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Loading

881.59

32495

36.86

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Unloading

881.59

21299

24.16

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Haulage

38790

162918

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

207.52

7649

36.86

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Unloading

207.52

5013

24.16

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Haulage

49804.8

209180

4.2

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Carriage of sand(Lead 20Km)

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Loading

69.17

2549

36.86

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Unloading

69.17

1671

24.16

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Haulage

2545.46

10690

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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Soil

629

132310

210.35

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Ordinary Rock

419.36

110262

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)

2016.35

5819226

2886.02

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

67.24

333009

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)

100

147494

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

150

267916

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)

182.7

89080

487.58

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Carriage of Stock materials : (Lead 20Km)

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Consumption of Cement/Steel/Bitumen/Emulsion

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Loading

252.88

23831

94.24

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Unloading

252.88

23831

94.24

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Haulage

5057.68

21242

4.2

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Carriage of Non-Stock materials(Lead 20Km)

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-

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Consumption of Sand

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Loading

724.99

26723

36.86

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Unloading

724.99

17515

24.16

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Haulage

26679.78

112055

4.2

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Carriage of Non-Stock materials(Lead 20Km)

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-

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Consumption of Stones

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Loading

2425.39

178800

73.72

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Unloading

2425.39

89400

36.86

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Haulage

106717.33

448212

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

1994

1319330

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

203.39

113955

560.28

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Carriage of Stock materials : (Lead 20 Km)

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Consumption of Cement

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-

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Loading

67.78

6387

94.24

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Unloading

67.78

6387

94.24

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Haulage

1355.52

5693

4.2

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Carriage of Non-Stock materials(Lead 20Km)

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Consumption of Sand

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Loading

144.79

5336

36.86

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Unloading

144.79

3498

24.16

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Haulage

5328.27

22378

4.2

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Carriage of Non-Stock materials(Lead 20Km)

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Consumption of Stones

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Loading

408.87

30141

73.72

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Unloading

408.87

15070

36.86

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Haulage

17990.28

75559

4.2

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Section D(Road Furniture)

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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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5km stone

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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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