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

East Sikkim, Sikkim

Opening Date7 Feb 2019

Closing Date15 Feb 2019

Tender Amount₹ 1,52,92,800

Email

Download

Costs

EMD
₹ 3,82,320
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

Unlock the Tender details for free

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Tender Id
2019_CESDA_74297_6
Bid Award Id
View
Tender No
PMGSY II Batch-I Re-Tender 2 2018-19
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

Tender Notice-1Tendernotice_1.pdf

BOQ-1370.7 kBBOQ_137224.xls

BOQ

Corrigendum-1Corrigendum.pdf

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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)

Quantity1007.44

Rate1177868

Amount 1169.17

Water Bound Macadam Base (Grade-II)

Quantity-

Rate-

Amount -

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.)

Quantity559.69

Rate910330

Amount 1626.49

Water Bound Macadam Base (Grade-III)

Quantity-

Rate-

Amount -

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.)

Quantity559.69

Rate944124

Amount 1686.87

Prime Coat(Medium Porosity)

Quantity-

Rate-

Amount -

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)

Quantity7462.5

Rate465212

Amount 62.34

Tack Coat

Quantity-

Rate-

Amount -

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)

Quantity7462.5

Rate130817

Amount 17.53

Close Graded Premix Surfacing/Mixed Seal surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour.Providing,laying and rolling of close- graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type- a) or 13.2 mm to 0.09 mm (Type - b) aggregate using penetration 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, and finishing to required level and grade)

Quantity-

Rate-

Amount -

Case-I Using Bitumen 60/70 grade

Quantity-

Rate-

Amount -

for Grading-II(10 mm nominal size)

Quantity7462.5

Rate1503395

Amount 201.46

Seal Coat

Quantity-

Rate-

Amount -

Case II Type B

Quantity-

Rate-

Amount -

(I) Bitumen (s-90)

Quantity-

Rate-

Amount -

Providing and laying seal coat sealing the voids in al bitumenous

Quantity-

Rate-

Amount -

surface laid to the specified levels, grade and cross fall using

Quantity-

Rate-

Amount -

type A as per specification

Quantity7462.5

Rate459540

Amount 61.58

Consumption of Cements/steel/Bitumen Emulsion from Odla bari to work site: LEAD 145 KM

Quantity-

Rate-

Amount -

Loading

Quantity31.94

Rate3526

Amount 110.42

Unloading

Quantity31.94

Rate3197

Amount 100.12

Haulage

Quantity4631.23

Rate19451

Amount 4.2

Carriage of stone chips from Rangpo: LEAD 55KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity3058.14

Rate186607

Amount 61.02

Haulage

Quantity370035.35

Rate1554148

Amount 4.2

Carriage of stone dust from Baagey Khola Crusher Plant: LEAD 55KM

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity268.65

Rate29707

Amount 110.58

Haulage

Quantity32506.65

Rate136527

Amount 4.2

PROTECTIVE WORKS

Quantity-

Rate-

Amount -

Earthwork in excavation by Mechanical means / manual means in foundation trenches including dressing of sides and ramming of bottom, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

Quantity82.12

Rate17273

Amount 210.35

Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone chips of size 40mm and down) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.

Quantity323

Rate932184

Amount 2886.02

Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

Quantity430

Rate1479810

Amount 3441.42

Providing and laying of boulders apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm mesh ( weaved diagonally including 10 % extra for laps and joints laid with syone boulders weighing less than 40 kgs each

Quantity277

Rate522247

Amount 1885.37

Backfilling behind abutement,wing wall and return wall complete as per drawing with well packed graded filter to a thickness etc. all complete

Quantity1085

Rate529046

Amount 487.6

Carriage of stock materials (40km radius)

Quantity-

Rate-

Amount -

Loading

Quantity96.84

Rate9125

Amount 94.24

Unloading

Quantity96.84

Rate9125

Amount 94.24

Haulage

Quantity3873.46

Rate16268

Amount 4.2

Carriage of sand (55 km radius)

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity192.79

Rate11764

Amount 61.02

Haulage

Quantity19510.35

Rate81943

Amount 4.2

Carriage of Stone (55 km radius)

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity906.66

Rate100258

Amount 110.58

Haulage

Quantity104719.23

Rate439820

Amount 4.2

Construction of Hill Side Drain

Quantity-

Rate-

Amount -

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity2000

Rate1323300

Amount 661.65

P/L hand packed stone soling of specified thickness with clean hard selected stones all complete

Quantity225

Rate126063

Amount 560.28

Carriage of Stock Materials : lead = 40km

Quantity-

Rate-

Amount -

loading

Quantity70

Rate6596

Amount 94.24

Unloading

Quantity70

Rate6596

Amount 94.24

Haulage

Quantity2800

Rate11760

Amount 4.2

Carriage of Sand : lead = 40km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity134.4

Rate8201

Amount 61.02

Haulage

Quantity10752

Rate45158

Amount 4.2

Carriage of Stone : lead = 55km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity460.06

Rate50873

Amount 110.58

Haulage

Quantity55667.26

Rate233802

Amount 4.2

Construction of 1.50X1.00 mtr RCC Culvert

Quantity1

Rate532999

Amount 532999

Construction of 2.00X2.00 mtr RCC Culvert

Quantity1

Rate656580

Amount 656580

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing and fixing 'Logo' of PMGSY project

Quantity-

Rate-

Amount -

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel angle iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm X 450 mm X 600mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity2

Rate12509

Amount 6254.77

1) 900 mm side octagon

Quantity12

Rate18234

Amount 1519.55

i) 600 mm equilateral triangle

Quantity12

Rate17953

Amount 1496.1

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity15

Rate90129

Amount 6008.65

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

Remarks

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.