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₹ 2,17,98,000

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Costs

EMD
₹ 5,44,950
Document Cost
Refer Documents
Tender Fee
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Summary

Tender for Rcr From T05-spwd Melli Road.

Description

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Tender Id
2019_CESDA_72145_13
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-1461.3 kBBOQ_134711.xls

BOQ

Document-12.5 MBSBD.pdf

SBD

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BOQ Items

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Quantity-

Rate-

Amount -

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Clearing and grubbing road land i/c uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, etc all complete.

Quantity0.74

Rate39598

Amount 53512.05

Hill cutting in soil i/c cutting,trimming of side slope to the desired specification all complete.

Quantity-

Rate-

Amount -

Soil by mechanical means (60%)

Quantity4318.16

Rate463511

Amount 107.34

Soil by manual means (40%)

Quantity2878.77

Rate378471

Amount 131.47

Ordinary Rock by mechanical means (60%)

Quantity1958.87

Rate336455

Amount 171.76

Ordinary Rock by manual means (40%)

Quantity1305.91

Rate377708

Amount 289.23

Hard Rock by mechanical means

Quantity420.91

Rate161225

Amount 383.04

Hard Rock by manual means

Quantity-

Rate-

Amount -

Throwing of spoils of mixed cutting within /upto 10km (10% of mixed soil).

Quantity1079.54

Rate50036

Amount 46.35

Construction of Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of earthen shoulders by scarifying the top surface upto a depth of 150 mm and again compacting the same with three wheel static roller after sprinkling sufficient amount of water to have proper degree of compaction as per direction of Engineer to achieve the required grading , slope as per Technical Specification Clause 303.1 .

Quantity807.51

Rate161897

Amount 200.49

Compacting Cut Formation :

Quantity-

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Amount -

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

Quantity1486.55

Rate54571

Amount 36.71

Construction of granular sub-base by providing local

Quantity-

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materials, spreading in uniform layers, watering raming

Quantity-

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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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Amount -

in Charge(Using Naturally ocurring River Bed Materials.

Quantity1284

Rate1501214

Amount 1169.17

Water Bound Macadam Base (Grade-II)

Quantity-

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Amount -

Providing laying, spreading & compacting stone aggre-

Quantity-

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Amount -

gates of specific sizes to water bound madadam speci-

Quantity-

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Amount -

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-

Quantity-

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Amount -

mming, water & compacting to the required density

Quantity-

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Amount -

Grading II as per Technical Specification Clause 405

Quantity715

Rate1162940

Amount 1626.49

Water Bound Macadam Base (Grade III)

Quantity-

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Amount -

Providing laying, spreading & compacting stone aggre-

Quantity-

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Amount -

gates of specific sizes to water bound madadam speci-

Quantity-

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Amount -

fication i/c spreading in uniform thickness, hand pack

Quantity-

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rolling with smooth wheel roller 80-100 kN static roller

Quantity-

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Amount -

in stages to proper grade and camber applying & bro-

Quantity-

Rate-

Amount -

mming, water & compacting to the required density

Quantity-

Rate-

Amount -

Grading II as per Technical Specification Clause 405

Quantity715

Rate1206112

Amount 1686.87

Prime Coat :

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Amount -

Providing & applying primer coat with Bitumen emulsion

Quantity-

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Amount -

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

Quantity-

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Amount -

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

Quantity-

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Amount -

1.2kg/sqm using mechnical means as per Technical

Quantity-

Rate-

Amount -

Specification clause 502.

Quantity9536

Rate594474

Amount 62.34

Tack Coat:

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

Quantity-

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Amount -

using emulsion distributor at the rate of 0.25 to 0.30km

Quantity-

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Amount -

per sqm on the prepared granular clause 503.

Quantity9536

Rate167166

Amount 17.53

20mm thick open graded premix carpet usingBituminous

Quantity-

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Amount -

Binder ;

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Amount -

Case I : By Mannual Means

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Amount -

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

Quantity9536

Rate1753193

Amount 183.85

Seat Coat:

Quantity-

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Amount -

Case : I Type B

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Amount -

(1) Bitumen (S-90)

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Amount -

Providing & laying seal coat sealing the voids in a

Quantity-

Rate-

Amount -

bituminous surface laid to the specified level, grade &

Quantity-

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Amount -

cross falling using Type A as per tech. Clause 510

Quantity9536

Rate587226

Amount 61.58

Carriage of Stock Materials : (Lead 100Km)

Quantity-

Rate-

Amount -

Consumption of Cement/Steel/Bitumen/Emulsion

Quantity-

Rate-

Amount -

Loading

Quantity35.86

Rate3959

Amount 110.42

Unloading

Quantity35.86

Rate3590

Amount 100.12

Haulage

Quantity3585.5

Rate15059

Amount 4.2

Carriage of stone boulder(Lead 20Km)

Quantity-

Rate-

Amount -

Consumption of Stone

Quantity-

Rate-

Amount -

Loading

Quantity3850.51

Rate141929

Amount 36.86

Unloading

Quantity3850.51

Rate93028

Amount 24.16

Haulage

Quantity169422.44

Rate711574

Amount 4.2

Carriage of stone chips(Lead 100Km)

Quantity-

Rate-

Amount -

Consumption of Stone Chips & Dust

Quantity-

Rate-

Amount -

Loading

Quantity257.47

Rate9490

Amount 36.86

Unloading

Quantity257.47

Rate6220

Amount 24.16

Haulage

Quantity61792.8

Rate259529

Amount 4.2

Carriage of sand(Lead 20Km)

Quantity-

Rate-

Amount -

Loading

Quantity85.82

Rate3163

Amount 36.86

Unloading

Quantity85.82

Rate2073

Amount 24.16

Haulage

Quantity3158.18

Rate13264

Amount 4.2

Section B

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing

Quantity-

Rate-

Amount -

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

Quantity-

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stumps & other deleterious materials & disposal upto

Quantity-

Rate-

Amount -

lead of 50m necessary arrangement for dewatering shall

Quantity-

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Amount -

be kept if required clause 305.1)

Quantity-

Rate-

Amount -

Soil

Quantity606

Rate127472

Amount 210.35

Ordinary Rock

Quantity403.88

Rate106192

Amount 262.93

Retaining wall and Breast Wall:

Quantity-

Rate-

Amount -

Intermediate band of Random Rubble masonary with

Quantity-

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Amount -

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

Quantity1882.7

Rate5433509

Amount 2886.02

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

Quantity62.52

Rate309633

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)

Quantity85

Rate125369

Amount 1474.94

Providing & laying of Gabian wall in wire crates

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

laid with hard durable regular in shape stone boulders

Quantity-

Rate-

Amount -

weighing not less than 25kg each Clause 1301

Quantity648

Rate1157399

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)

Quantity120.12

Rate58568

Amount 487.58

Carriage of Stock materials : (Lead 20Km)

Quantity-

Rate-

Amount -

Consumption of Cement/Steel/Bitumen/Emulsion

Quantity-

Rate-

Amount -

Loading

Quantity299.04

Rate28181

Amount 94.24

Unloading

Quantity299.04

Rate28181

Amount 94.24

Haulage

Quantity5980.76

Rate25119

Amount 4.2

Carriage of Non-Stock materials(Lead 20Km)

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

Loading

Quantity674.94

Rate24878

Amount 36.86

Unloading

Quantity674.94

Rate16306

Amount 24.16

Haulage

Quantity24837.83

Rate104318

Amount 4.2

Carriage of Non-Stock materials(Lead 20Km)

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

Loading

Quantity2382.83

Rate175662

Amount 73.72

Unloading

Quantity2382.83

Rate87831

Amount 36.86

Haulage

Quantity104844.64

Rate440347

Amount 4.2

Section C

Quantity-

Rate-

Amount -

Construction of Hill Side Drain

Quantity-

Rate-

Amount -

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

Quantity10

Rate1205290

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

Quantity2450

Rate1621042

Amount 661.65

Providing & laying hand packed stone soling of thickness

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

laying as per required level and camber

Quantity249.9

Rate140013

Amount 560.28

Carriage of Stock materials : (Lead 20 Km)

Quantity-

Rate-

Amount -

Consumption of Cement

Quantity-

Rate-

Amount -

Loading

Quantity83.28

Rate7848

Amount 94.24

Unloading

Quantity83.28

Rate7848

Amount 94.24

Haulage

Quantity1665.52

Rate6995

Amount 4.2

Carriage of Non-Stock materials(Lead 20Km)

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

Loading

Quantity177.91

Rate6557

Amount 36.86

Unloading

Quantity177.91

Rate4298

Amount 24.16

Haulage

Quantity6547.09

Rate27497

Amount 4.2

Carriage of Non-Stock materials(Lead 20Km)

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

Loading

Quantity502.38

Rate37035

Amount 73.72

Unloading

Quantity502.38

Rate18517

Amount 36.86

Haulage

Quantity22104.72

Rate92839

Amount 4.2

Section D(Road Furniture)

Quantity-

Rate-

Amount -

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-

Rate-

Amount -

5km stone

Quantity-

Rate-

Amount -

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

Quantity5

Rate6677

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-

Rate-

Amount -

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

Quantity16

Rate6429

Amount 401.82

Providing and fixing 'Logo' of PMGSY project

Quantity2

Rate12509

Amount 6254.77

Providing & fixing of retro-reflectorised cautionary, man-

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

sulated lens type reflective sheeting vide clause 1701.2.3

Quantity-

Rate-

Amount -

fixed over aluminium sheeting 1.5mm thick surpported

Quantity-

Rate-

Amount -

on a mild steel angle iron post 75mmx75mmx6mm fix

Quantity-

Rate-

Amount -

to the gound by means of properly designed foundation

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

below ground level as per drawing Clause 801

Quantity-

Rate-

Amount -

900mm equilateral triangle

Quantity10

Rate15195

Amount 1519.55

600mm equilateral triangle

Quantity10

Rate14961

Amount 1496.1

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