Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Civil And Construction

Eprocure

West Sikkim, Sikkim

Opening Date21 Nov 2018

Closing Date13 Dec 2018

Tender Amount₹ 1,59,56,000

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Costs

EMD
₹ 3,98,900
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2018_CESDA_70764_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-1376.3 kBBOQ_132087.xls

boq

Document-12.4 MBSBDPMGSYII.pdf

sbd

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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Soil by Mechanical means

Quantity4402.68

Rate181610

Amount 41.25

Soil by Manual means

Quantity2030.11

Rate170752

Amount 84.11

Ordinary Rock by Mechanical means

Quantity1353.41

Rate71135

Amount 52.56

Ordinary Rock by Manual means

Quantity7704.7

Rate693885

Amount 90.06

Throwing of spoils

Quantity-

Rate-

Amount -

Pavement work

Quantity2209.5

Rate442982

Amount 200.49

Construction of Subgrade and Earthen Shoulders: Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) with lead upto 1000m as per technical specification clause 303.1

Quantity2209.5

Rate58087

Amount 26.29

Compacting cut formation

Quantity920.63

Rate1076372

Amount 1169.17

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)

Quantity628.88

Rate1022867

Amount 1626.49

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

Quantity628.88

Rate1060838

Amount 1686.87

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

Quantity-

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Amount -

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

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Rate-

Amount -

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Quantity8385

Rate670296

Amount 79.94

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

Quantity8385

Rate146989

Amount 17.53

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

Quantity8385

Rate1495380

Amount 178.34

20 mm thick open graded premixed carpate using bituminous emulsion .

Quantity8385

Rate516348

Amount 61.58

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

Quantity-

Rate-

Amount -

carrage of stock materials (120 km)

Quantity373.55

Rate78647

Amount 210.54

loading/unloading

Quantity4482.62

Rate18827

Amount 4.2

Haulage

Quantity-

Rate-

Amount -

carraige of stone chips and binding metarials

Quantity-

Rate-

Amount -

Stone( Lead 30 km)

Quantity2131.39

Rate235689

Amount 110.58

loading/unloading

Quantity140671.51

Rate583786

Amount 4.15

Haulage

Quantity-

Rate-

Amount -

Stone Chips (Lead 140km)

Quantity226.4

Rate13814

Amount 61.02

loading/unloading

Quantity77156.14

Rate320198

Amount 4.15

Haulage

Quantity-

Rate-

Amount -

carraige of sand (lead 30 km)

Quantity50.31

Rate3068

Amount 61

loading/unloading

Quantity2414.88

Rate10142

Amount 4.2

Haulage

Quantity-

Rate-

Amount -

PROTECTIVE WORK

Quantity783.72

Rate164855

Amount 210.35

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

Quantity854.4

Rate2465815

Amount 2886.02

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

Quantity325.44

Rate158678

Amount 487.58

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

Quantity399.28

Rate752790

Amount 1885.37

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

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 (30km)

Quantity53.87

Rate10153

Amount 188.48

loading/unloading

Quantity1610.15

Rate6762

Amount 4.2

Haulage

Quantity-

Rate-

Amount -

carraige of sand (lead 30 km)

Quantity296.48

Rate18346

Amount 61.88

loading/unloading

Quantity16009.75

Rate67240

Amount 4.2

Haulage

Quantity-

Rate-

Amount -

carraige of stone (lead 30 km)

Quantity1615.66

Rate178659

Amount 110.58

loading/unloading

Quantity106633.73

Rate447861

Amount 4.2

Haulage

Quantity-

Rate-

Amount -

SIDE DRAIN AND C.D

Quantity2000

Rate1323300

Amount 661.65

Construction of Hill Side Drain

Quantity300

Rate218508

Amount 728.36

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:

Quantity4

Rate493556

Amount 123389

Providing and Laying reinforced Cement Concrete Pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2

Quantity-

Rate-

Amount -

carrage of stock materials (30 km)

Quantity69.2

Rate6521

Amount 94.24

loading

Quantity69.2

Rate6521

Amount 94.24

unloading

Quantity20760

Rate87192

Amount 4.2

Haulage

Quantity-

Rate-

Amount -

carraige of sand (lead 30 km)

Quantity132.86

Rate4897

Amount 36.86

loading

Quantity132.86

Rate3209

Amount 24.16

unloading

Quantity7174.66

Rate30133

Amount 4.2

Haulage

Quantity-

Rate-

Amount -

carraige of stone(lead 30 km)

Quantity571.73

Rate42147

Amount 73.72

loading

Quantity571.73

Rate21073

Amount 36.86

unloading

Quantity37734.05

Rate156596

Amount 4.15

Haulage

Quantity-

Rate-

Amount -

ROAD FURNITURE AND OTHERS

Quantity-

Rate-

Amount -

Providing fitting fixing of typical PMGSY Informatory sign board with LOGO.

Quantity2

Rate22319

Amount 11159.88

Prviding fitting fixing informatory singn as per IRC :67

Quantity8

Rate28195

Amount 3524.49

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