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 Date21 Nov 2018

Closing Date13 Dec 2018

Tender Amount₹ 65,96,000

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Costs

EMD
₹ 1,64,900
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

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Description

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Tender Id
2018_CESDA_70760_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-1377.3 kBBOQ_132083.xls

BOQ

Document-12.4 MBSBDPMGSYII.pdf

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BOQ Items

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Quantity-

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Compacting Cut Formation: 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

Quantity756.48

Rate51062

Amount 67.5

By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material Granular Sub-base with Close Graded Material (Table:- 400-1)

Quantity418.87

Rate489730

Amount 1169.17

Water Bound Macadam Base (Grading-II): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smoothroller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) grading 2 as per technical specification clause 405

Quantity-

Rate-

Amount -

Water Bound Macadam Base (Grading-III): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) grading 3as per technical specification clause 405

Quantity310.28

Rate523402

Amount 1686.87

Prime Coat: Prime coat (Providing and applying primer coat with bitumen emulsion (ss-1)on prepared surface of granular Base including clearing of road surface and spraying primer at the rate 1.2 to 1.5 kg/sqm using mechanical means as per technical specification clause 503 High Porosity

Quantity3102.75

Rate248033

Amount 79.94

Tack Coat: Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion (RS-1)pressure distributor at required rate 0.25to 0.30 kg/sqmon the prepared bituminous/granular surface cleaned with mechanical broom.)as per clause 503 Granular Surface Treated with Primer

Quantity3102.75

Rate54391

Amount 17.53

20mm thick Open-Graded Premix Carpet using Bituminous emulsion: I. Bitumen Emulsion Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by seal xcoat of either Type A Type B Type C as per technical specification clause 508.

Quantity3102.75

Rate570440

Amount 183.85

Seal Coat: Case-I I: Type B (I) Using Bitumen 60/70 grade Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per technical clause 510

Quantity3102.75

Rate271893

Amount 87.63

carrage of stock materials (160 km)

Quantity-

Rate-

Amount -

loading

Quantity14.06

Rate1552

Amount 110.42

unloading

Quantity14.06

Rate1407

Amount 100.12

Haulage

Quantity2248.87

Rate9445

Amount 4.2

carraige of stone chips and binding metarials

Quantity-

Rate-

Amount -

Stone( Lead 50 km)

Quantity-

Rate-

Amount -

loading

Quantity1009.62

Rate74429

Amount 73.72

unloading

Quantity1009.62

Rate37214

Amount 36.86

Haulage

Quantity111058.2

Rate466444

Amount 4.2

Stone Chips (Lead 160km)

Quantity-

Rate-

Amount -

loading

Quantity83.77

Rate6175

Amount 73.72

unloading

Quantity83.77

Rate3087

Amount 36.86

Haulage

Quantity14744.27

Rate61925

Amount 4.2

carraige of sand (lead 50 km)

Quantity-

Rate-

Amount -

loading

Quantity18.62

Rate686

Amount 36.86

unloading

Quantity18.62

Rate449

Amount 24.16

Haulage

Quantity1489.6

Rate6256

Amount 4.2

PROTECTIVE WORK

Quantity-

Rate-

Amount -

Earth work in excavation for structure as per drawing for ordinary soil and ordinary rock(without blasting) upto 3 m depth as per specification 300

Quantity-

Rate-

Amount -

soil 60%

Quantity154.36

Rate32468

Amount 210.35

Ordinary rock 40%

Quantity102.9

Rate27056

Amount 262.93

Providing and laying. Random Rubble Stone masonary in (1:5cement mortar) as per technical specification clause 700

Quantity228.18

Rate658532

Amount 2886.02

Providing and laying Hand Packed wall with clean hard selected stone including centering aligning and slopes/curves etc. complete as per the direction of Engineer in Charg

Quantity-

Rate-

Amount -

Providing and laying of boulder apron laid in wire crates with 4mm dia GI Wire conforming to IS : 280 and IS : 4826 in 100mm x 100mm mesh (woven diagonally) ncluding 10 percent extra for laps and joints with stone boulders weighing not less than 25 kg each as per drawing and technical specification clause 1301

Quantity155.18

Rate292571

Amount 1885.37

Providing and laying hand packed stone filling behind abutment, wingwall and retaining wall complete as per drawing and technical specification clause 1204.3.8

Quantity93

Rate45344

Amount 487.58

Parapets of 45 cm top to 60 cm bottom and 60 cm height

Quantity20

Rate29498

Amount 1474.94

Providing & laying Plum concrete in 1:2:4 c.c. (1 cement, 2 coarse sand, 4 clean hard grade stone chips of 20 mm to 25 mm nominal guage) with 50% clean hard stone of sizes not exceeding 15 cm including shuttering, compacting and curing complete.

Quantity124.37

Rate428009

Amount 3441.42

Slip clearance in mixed soil and throwing of spoils to lead of 30 m and lift of 1.50 m complete. Payment shall be done after actual measurement and as per the approved rate .

Quantity-

Rate-

Amount -

carrage of stock materials (80 km)

Quantity-

Rate-

Amount -

loading

Quantity35.93

Rate3386

Amount 94.24

unloading

Quantity35.93

Rate3386

Amount 94.24

Haulage

Quantity2874.41

Rate12072

Amount 4.2

carraige of sand (lead 50 km)

Quantity-

Rate-

Amount -

loading

Quantity70.24

Rate2589

Amount 36.86

unloading

Quantity70.24

Rate1697

Amount 24.16

Haulage

Quantity5619.2

Rate23600

Amount 4.2

carraige of stone (lead 50 km)

Quantity-

Rate-

Amount -

loading

Quantity607.82

Rate44808

Amount 73.72

unloading

Quantity607.82

Rate22404

Amount 36.86

Haulage

Quantity66860.2

Rate280812

Amount 4.2

SIDE DRAIN AND C.D

Quantity-

Rate-

Amount -

Construction of Hill Side Drain

Quantity788

Rate992801

Amount 1259.9

Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:

Quantity70.92

Rate39735

Amount 560.28

Earth work in excavation for structure as per drawing for ordinary soil and ordinary rock(without blasting) upto 3 m depth as per specification 300

Quantity-

Rate-

Amount -

soil 60%

Quantity255.6

Rate53765

Amount 210.35

Ordinary rock 40%

Quantity170.4

Rate44803

Amount 262.93

Jungle Clearance and clearance of bushes etc all complete

Quantity1850

Rate48063

Amount 25.98

White washing with white lime in two or more coats to give an even shade include- ding cleaning the surface to remove dirt, dust, mortar drops etc on old surface complete.(to be paid on actual)

Quantity0.8

Rate20000

Amount 25000

carrage of stock materials (80 km)

Quantity-

Rate-

Amount -

loading

Quantity46.75

Rate4405

Amount 94.24

unloading

Quantity46.75

Rate4405

Amount 94.24

Haulage

Quantity3739.71

Rate15706

Amount 4.2

carraige of sand (lead 50 km)

Quantity-

Rate-

Amount -

loading

Quantity81.75

Rate6026

Amount 73.72

unloading

Quantity81.75

Rate3013

Amount 36.86

Haulage

Quantity6540

Rate27468

Amount 4.2

carraige of stone (lead 50 km)

Quantity-

Rate-

Amount -

loading

Quantity413.31

Rate30469

Amount 73.72

unloading

Quantity413.31

Rate15234

Amount 36.86

Haulage

Quantity45464.1

Rate190949

Amount 4.2

ROAD FURNITURE AND OTHERS

Quantity1

Rate28381

Amount 28381

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