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

West Sikkim, Sikkim

Opening Date11 Jan 2019

Closing Date17 Jan 2019

Tender Amount₹ 1,45,78,000

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Costs

EMD
₹ 3,64,450
Document Cost
Refer Documents
Tender Fee
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Summary

Tender for Rcr From T21-jorethang Namchi Road.

Description

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Contact

Tender Id
2019_CESDA_72145_12
Bid Award Id
View
Tender No
PMGSY II BAtch-I Re-Tender 2018-19
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-1Tendernotice_1.pdf

BOQ-1432.1 kBBOQ_134710.xls

BOQ

Document-12.5 MBSBD.pdf

SBD

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BOQ Items

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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)

Quantity240

Rate28464

Amount 118.6

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

Quantity576.2

Rate971974

Amount 1686.87

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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Amount -

Specification clause 502.

Quantity7686

Rate479145

Amount 62.34

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.

Quantity7686

Rate134735

Amount 17.53

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

Quantity7686

Rate1413071

Amount 183.85

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

Quantity7686

Rate473303

Amount 61.58

Carriage of Stock Materials : (Lead 100Km)

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Amount -

Consumption of Cement/Steel/Bitumen/Emulsion

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Rate-

Amount -

Loading

Quantity28.9

Rate3191

Amount 110.42

Unloading

Quantity28.9

Rate2893

Amount 100.12

Haulage

Quantity2889.9

Rate12137

Amount 4.2

Carriage of stone boulder(Lead 20Km)

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Amount -

Consumption of Stone

Quantity-

Rate-

Amount -

Loading

Quantity881.59

Rate32495

Amount 36.86

Unloading

Quantity881.59

Rate21299

Amount 24.16

Haulage

Quantity38790

Rate162918

Amount 4.2

Carriage of stone chips(Lead 100Km)

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Amount -

Consumption of Stone Chips & Dust

Quantity-

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Amount -

Loading

Quantity207.52

Rate7649

Amount 36.86

Unloading

Quantity207.52

Rate5013

Amount 24.16

Haulage

Quantity49804.8

Rate209180

Amount 4.2

Carriage of sand(Lead 20Km)

Quantity-

Rate-

Amount -

Loading

Quantity69.17

Rate2549

Amount 36.86

Unloading

Quantity69.17

Rate1671

Amount 24.16

Haulage

Quantity2545.46

Rate10690

Amount 4.2

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

Quantity629

Rate132310

Amount 210.35

Ordinary Rock

Quantity419.36

Rate110262

Amount 262.93

Retaining wall and Brest Wall:

Quantity-

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Intermediate band of Random Rubble masonary with

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

Quantity2016.35

Rate5819226

Amount 2886.02

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

Quantity67.24

Rate333009

Amount 4952.55

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)

Quantity100

Rate147494

Amount 1474.94

Providing & laying of Gabian wall in wire crates

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Amount -

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

Quantity150

Rate267916

Amount 1786.11

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)

Quantity182.7

Rate89080

Amount 487.58

Carriage of Stock materials : (Lead 20Km)

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Amount -

Consumption of Cement/Steel/Bitumen/Emulsion

Quantity-

Rate-

Amount -

Loading

Quantity252.88

Rate23831

Amount 94.24

Unloading

Quantity252.88

Rate23831

Amount 94.24

Haulage

Quantity5057.68

Rate21242

Amount 4.2

Carriage of Non-Stock materials(Lead 20Km)

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

Loading

Quantity724.99

Rate26723

Amount 36.86

Unloading

Quantity724.99

Rate17515

Amount 24.16

Haulage

Quantity26679.78

Rate112055

Amount 4.2

Carriage of Non-Stock materials(Lead 20Km)

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Consumption of Stones

Quantity-

Rate-

Amount -

Loading

Quantity2425.39

Rate178800

Amount 73.72

Unloading

Quantity2425.39

Rate89400

Amount 36.86

Haulage

Quantity106717.33

Rate448212

Amount 4.2

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.

Quantity8

Rate964232

Amount 120529

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

Quantity1994

Rate1319330

Amount 661.65

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

Quantity203.39

Rate113955

Amount 560.28

Carriage of Stock materials : (Lead 20 Km)

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Amount -

Consumption of Cement

Quantity-

Rate-

Amount -

Loading

Quantity67.78

Rate6387

Amount 94.24

Unloading

Quantity67.78

Rate6387

Amount 94.24

Haulage

Quantity1355.52

Rate5693

Amount 4.2

Carriage of Non-Stock materials(Lead 20Km)

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

Loading

Quantity144.79

Rate5336

Amount 36.86

Unloading

Quantity144.79

Rate3498

Amount 24.16

Haulage

Quantity5328.27

Rate22378

Amount 4.2

Carriage of Non-Stock materials(Lead 20Km)

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

Loading

Quantity408.87

Rate30141

Amount 73.72

Unloading

Quantity408.87

Rate15070

Amount 36.86

Haulage

Quantity17990.28

Rate75559

Amount 4.2

Section D(Road Furniture)

Quantity-

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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

Quantity-

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5km stone

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Amount -

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

Quantity3

Rate4006

Amount 1335.58

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

Quantity-

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

Quantity8

Rate3214

Amount 401.82

Providing and fixing 'Logo' of PMGSY project

Quantity2

Rate12509

Amount 6254.77

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

Quantity5

Rate7597

Amount 1519.55

600mm equilateral triangle

Quantity5

Rate7480

Amount 1496.1

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