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

South Sikkim, Sikkim

Opening Date21 Nov 2018

Closing Date13 Dec 2018

Tender Amount₹ 2,66,72,000

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Costs

EMD
₹ 6,66,800
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2018_CESDA_70746_1
Bid Award Id
View
Tender No
PMGSY II Batch-I 2018-19
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-1841.3 kBTendernotice_1.pdf

nit

BOQ-1459.3 kBBOQ_132065.xls

boq

Document-12.4 MBSBDPMGSYII.pdf

sbd

Report Missing Document

BOQ Items

DO_NOT_SHOW

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View all details for FREE

sulated lens type reflective sheeting vide clause 1701.2.3

Quantity-

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Amount -

per sqm on the prepared granular clause 503.

Quantity11685

Rate-

Amount 17.53

Ordinary Rock by manual means (40%)

Quantity1340.16

Rate-

Amount 289.23

Unloading

Quantity612.69

Rate-

Amount 36.86

materials, spreading in uniform layers, watering raming

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Amount -

Prime Coat :

Quantity-

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Amount -

Consumption of Cement/Steel/Bitumen/Emulsion

Quantity-

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in Charge(Using Naturally ocurring River Bed Materials.

Quantity1573

Rate-

Amount 1169.17

Providing laying, spreading & compacting stone aggre-

Quantity-

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Amount -

in stages to proper grade and camber applying & bro-

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Amount -

Carriage of stone boulder and stone dust(Lead 20Km)

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Amount -

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

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Amount -

Tack Coat:

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laying as per required level and camber

Quantity304.78

Rate-

Amount 560.28

Construction of granular sub-base by providing local

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weighing not less than 25kg each Clause 1301

Quantity840

Rate-

Amount 1786.11

Water Bound Macadam Base (Grade III)

Quantity-

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Amount -

600mm equilateral triangle

Quantity10

Rate-

Amount 1496.1

setting out

Quantity-

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Amount -

Soil by manual means (40%)

Quantity2971.64

Rate-

Amount 131.47

Ordinary Rock by mechanical means (60%)

Quantity2010.24

Rate-

Amount 171.76

Loading

Quantity105.17

Rate-

Amount 36.86

Carriage of Non-Stock materials(Lead 20Km)

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Amount -

roller 80-100 kn capacity to achieve the desired density

Quantity-

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Amount -

Haulage

Quantity30840.59

Rate-

Amount 4.2

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

Quantity742.91

Rate-

Amount 46.35

Loading

Quantity378.14

Rate-

Amount 94.24

Unloading

Quantity101.56

Rate-

Amount 94.24

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

Quantity-

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Amount -

laid with hard durable regular in shape stone boulders

Quantity-

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Amount -

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

Quantity0.9

Rate-

Amount 53512.05

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

Rate-

Amount 1474.94

Loading

Quantity43.94

Rate-

Amount 110.42

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

Quantity89.95

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Amount 4952.55

lead of 50m necessary arrangement for dewatering shall

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Amount -

Consumption of Sand

Quantity-

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Amount -

Case : I Type B

Quantity-

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Amount -

Hard Rock by mechanical means

Quantity388.51

Rate-

Amount 383.04

Loading

Quantity2970.68

Rate-

Amount 73.72

below ground level as per drawing Clause 801

Quantity-

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Amount -

Haulage

Quantity3870.26

Rate-

Amount 4.2

Providing & laying of Gabian wall in wire crates

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Amount -

Consumption of Cement/Steel/Bitumen/Emulsion

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Providing & laying hand packed stone soling of thickness

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Carriage of Non-Stock materials(Lead 20Km)

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Amount -

Loading

Quantity216.97

Rate-

Amount 36.86

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

Quantity11685

Rate-

Amount 183.85

mming, water & compacting to the required density

Quantity-

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Amount -

Water Bound Macadam Base (Grade-II)

Quantity-

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Amount -

Haulage

Quantity207564.72

Rate-

Amount 4.2

900mm equilateral triangle

Quantity10

Rate-

Amount 1519.55

rolling with smooth wheel roller 80-100 kN static roller

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Amount -

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

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Amount -

Unloading

Quantity43.94

Rate-

Amount 100.12

on a mild steel angle iron post 75mmx75mmx6mm fix

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Amount -

Binder ;

Quantity-

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Amount -

Unloading

Quantity105.17

Rate-

Amount 24.16

Compacting Cut Formation :

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to required templete and consolidating with power road

Quantity-

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Amount -

Loading

Quantity838.06

Rate-

Amount 36.86

Soil by mechanical means (60%)

Quantity4457.46

Rate-

Amount 107.34

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

Quantity-

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Amount -

Haulage

Quantity130709.96

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Amount 4.2

complete.The thickness of the compacted base to be

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Amount -

in stages to proper grade and camber applying & bro-

Quantity-

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Amount -

be kept if required clause 305.1)

Quantity-

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

Quantity12

Rate-

Amount 134992

gates of specific sizes to water bound madadam speci-

Quantity-

Rate-

Amount -

Haulage

Quantity4393.6

Rate-

Amount 4.2

Hard Rock by manual means

Quantity-

Rate-

Amount -

Loading

Quantity101.56

Rate-

Amount 94.24

Consumption of Stone Chips & Dust

Quantity-

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Amount -

Providing & laying seal coat sealing the voids in a

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Amount -

Section D(Road Furniture)

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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

Quantity1815.21

Rate-

Amount 36.71

1.2kg/sqm using mechnical means as per Technical

Quantity-

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Amount -

Consumption of Stones

Quantity-

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Amount -

rolling with smooth wheel roller 80-100 kN static roller

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fication i/c spreading in uniform thickness, hand pack

Quantity-

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Intermediate band of Random Rubble masonary with

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

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Carriage of Non-Stock materials(Lead 20Km)

Quantity-

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Amount -

Unloading

Quantity216.97

Rate-

Amount 24.16

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

Quantity5

Rate-

Amount 1335.58

Grading II as per Technical Specification Clause 405

Quantity876

Rate-

Amount 1686.87

Construction of Reference pillar,Back pillar and Boundary pillar as per specification for Rural roads.

Quantity3

Rate-

Amount 24291

Providing & fixing of retro-reflectorised cautionary, man-

Quantity-

Rate-

Amount -

Haulage

Quantity7984.5

Rate-

Amount 4.2

Loading

Quantity4717.38

Rate-

Amount 36.86

20mm thick open graded premix carpet usingBituminous

Quantity-

Rate-

Amount -

MRL24-Link road from Farasey via Timburey gaon to Upper Dorop

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Amount -

Construction of Earthen Shoulders

Quantity-

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Amount -

Haulage

Quantity75720

Rate-

Amount 4.2

Haulage

Quantity26958.36

Rate-

Amount 4.2

Providing laying, spreading & compacting stone aggre-

Quantity-

Rate-

Amount -

mming, water & compacting to the required density

Quantity-

Rate-

Amount -

Section B

Quantity-

Rate-

Amount -

Ordinary Rock

Quantity492.3

Rate-

Amount 262.93

Haulage

Quantity2031.24

Rate-

Amount 4.2

fication i/c spreading in uniform thickness, hand pack

Quantity-

Rate-

Amount -

Loading

Quantity612.69

Rate-

Amount 73.72

Unloading

Quantity315.5

Rate-

Amount 24.16

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

Quantity-

Rate-

Amount -

Specification clause 502.

Quantity11685

Rate-

Amount 62.34

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)

Quantity157.95

Rate-

Amount 487.58

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

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Rate-

Amount -

fixed over aluminium sheeting 1.5mm thick surpported

Quantity-

Rate-

Amount -

150mm Work to be done as per direction of Engineer

Quantity-

Rate-

Amount -

Unloading

Quantity4717.38

Rate-

Amount 24.16

Haulage

Quantity7562.82

Rate-

Amount 4.2

to the gound by means of properly designed foundation

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 .

Quantity986.04

Rate-

Amount 200.49

bituminous surface laid to the specified level, grade &

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Amount -

Carriage of sand(Lead 20Km)

Quantity-

Rate-

Amount -

1. Bituemen (S-90)

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Amount -

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

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Amount -

Construction of Hill Side Drain

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Amount -

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

Quantity2988

Rate-

Amount 661.65

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

Quantity16

Rate-

Amount 401.82

cross falling using Type A as per tech. Clause 510

Quantity11685

Rate-

Amount 61.58

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

Quantity-

Rate-

Amount -

Soil

Quantity738

Rate-

Amount 210.35

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

Quantity2334.86

Rate-

Amount 2886.02

Consumption of Sand

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

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Amount -

Carriage of stone chips(Lead 100Km)

Quantity-

Rate-

Amount -

Grading II as per Technical Specification Clause 405

Quantity876

Rate-

Amount 1626.49

gates of specific sizes to water bound madadam speci-

Quantity-

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Amount -

Carriage of Stock Materials : (Lead 100Km)

Quantity-

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Amount -

Case I : By Mannual Means

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Amount -

Consumption of Stone Chips & Dust

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Amount -

Consumption of Cement

Quantity-

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Amount -

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

Quantity-

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Amount -

Section C

Quantity-

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Amount -

Carriage of Non-Stock materials(Lead 20Km)

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Amount -

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

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Amount -

Carriage of Stock materials : (Lead 20Km)

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stumps & other deleterious materials & disposal upto

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(1) Bitumen (S-90)

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Providing & applying primer coat with Bitumen emulsion

Quantity-

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Amount -

Providing and fixing 'Logo' of PMGSY project

Quantity2

Rate-

Amount 6254.77

Seat Coat:

Quantity-

Rate-

Amount -

Loading

Quantity315.5

Rate-

Amount 36.86

Earthwork in excavation for structures as per drawing

Quantity-

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Amount -

Retaining wall and Brest Wall:

Quantity-

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Amount -

Carriage of Stock materials : (Lead 20 Km)

Quantity-

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Amount -

using emulsion distributor at the rate of 0.25 to 0.30km

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Amount -

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