Roads And Bridges Department Tender

View complete overview of Sikkim Roads And Bridges Department Tender

Roads And Bridges Department Tender

Works

Eprocure

South Sikkim, Sikkim

Opening Date11 Nov 2019

Closing Date17 Dec 2019

Tender Amount₹ 7,80,68,000

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Costs

EMD
₹ 19,51,700
Document Cost
₹ 50,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2019_CE(C)_427_2
Bid Award Id
View
Tender No
128/GOS/RB(NAM)/19-20
Tender Authority
Roads And Bridges Department View
Purchaser Address
-
Website
http://http://www.sikkim-roadsandbridges.gov.in/

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Documents

Tender Notice-1161.6 kBTendernotice_1.pdf

NOTICE INVITING TENDER

BOQ-1336.9 kBBOQ_465.xls

BOQ

Document-13.4 MBTender_Document.pd...Tender_Document.pdf

Tender Document.

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BOQ Items

DO_NOT_SHOW

Quantity-

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Provision for throwing of spoils obtain from hill cutting within 5 km radius from work site to dumping area. Carriage on Un-Surfaced road For 5 Km

Quantity1823.076

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Amount -

PAVEMENT WORKS

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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Quantity1200

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Amount -

Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead up to 1000 meters.

Quantity646.75

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Amount -

Granular Sub-base with Close Graded Material 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) Using Screening Type-A (13.2mm Agg.) for grading- I Material

Quantity174

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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.)

Quantity-

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Amount -

Grading-II Using Screening Type-A (13.2mm Agg.)

Quantity82.5

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Amount -

Grading-III Using Screening Type-B (11.2mm Agg.)

Quantity82.5

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Amount -

BITUMINOUS WORKS

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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.) Low Porosity

Quantity1100

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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.) Granular Surface Treated with Primer

Quantity1100

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Amount -

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 cut-back 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.) Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour.

Quantity1100

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Amount -

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 and B seal coats) Using Modified Bitumen, Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.)

Quantity1100

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Cost of Haulage for Stock materials Excluding Loading and Unloading Bitumin/Emulsion For 50 Km

Quantity-

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Amount -

Carriage on Surface road

Quantity3.4

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Loading & Unloading

Quantity3.4

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Amount -

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone Chips/aggregates For 50 Km

Quantity-

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Amount -

Carriage on Surface road

Quantity351.64

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Amount -

Loading & Unloading

Quantity191.11

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Amount -

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone For 15 Km

Quantity-

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Amount -

Carriage on Surface road

Quantity902.42

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Amount -

Loading & Unloading

Quantity410.19

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Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Binding Material For 15 Km

Quantity-

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Amount -

Carriage on Surface road

Quantity24.288

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Loading & Unloading

Quantity13.2

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STEEL BRIDGE (55.0 Mtr. Span)

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ABUTMENT

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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Manual Means Hard rock (requiring blasting)

Quantity1224.3

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Providing and laying hand packed stone soling with clean hard selected stones, all complete

Quantity23.1

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Quantity22.3

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Reinforced cement concrete in M35 FOUNDATION complete as per drawing and technical specifications ( using Concrete mixture machine)

Quantity220.32

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Amount -

Furnishing and Placing Reinforced cement concrete in Sub-Structure M-30 as per drawing and Technical Specification ( using Concrete mixture machine)

Quantity165.53

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Provision for Bearing (PTFE sliding plate bearing of 80 Mt)

Quantity10

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Amount -

Drainage Spouts complete as per drawing and Technical specification

Quantity20

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

Quantity28.64

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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Quantity16.55

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Amount -

Providing 40mm expansion joint Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armored nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.)

Quantity17

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Providing and laying hand packed stone filling with clean hard selected stones and mixed filling i/c consolidation by ramming etc., all complete.

Quantity-

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Amount -

(a) Mixed Filling

Quantity15.48

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Amount -

(b) Stone Filling

Quantity36.12

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Amount -

Back filling behind abutment , wing wall and return wall with selected imporied granuller material (stone filling of approved quality, complete as per drawing and technical specification.

Quantity315

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Amount -

Providing weep holes in abutments,wingwall and return wall etc complete as per drawing and technical specification.

Quantity120

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Amount -

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

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Loading & Unloading For 50 Km

Quantity167.185

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Carriage on Surface road

Quantity167.185

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Cost of Haulage for Non-Stock materials Excluding Loading and Unloading of SAND

Quantity-

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Amount -

Loading & Unloading For 50 Km

Quantity183.67

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Amount -

Carriage on Surface road

Quantity337.946

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Amount -

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading of STONE CHIPS

Quantity-

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Amount -

Loading & Unloading For 50 Km

Quantity367.332

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Amount -

Carriage on Surface road

Quantity686.911

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Cost of Haulage for Non-Stock materials Excluding Loading and Unloading of STONE For 50 Km

Quantity-

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Loading & Unloading

Quantity52.65

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Amount -

Carriage on Surface road

Quantity96.87

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Amount -

DECKING

Quantity-

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Providing and laying reinforcement cement concrete in M35 including shuttering, compacting and curing all complete.

Quantity123.34

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Amount -

Supplying bending and binding in position tor steel including straightening, cutting bending and placing in position i/c binding wire all complete.

Quantity160.34

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Amount -

Providing and laying cement mortar in 1:1 (1 cement and 1 Coarse sand) mix including curing etc. all complete: Wearing coat:

Quantity28.24

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Amount -

Providing and laying 12mm thick cement plaster of 1:3 mix in single coat including finishing even and smooth surface and curing, all complete.

Quantity88

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Cost of Haulage for Stock materials Excluding Loading and Unloading For 50 Km

Quantity-

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Amount -

Loading & Unloading

Quantity144.951

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Amount -

Carriage on Surface road

Quantity144.951

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Amount -

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading of SAND For 50 Km

Quantity-

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Amount -

Loading & Unloading

Quantity95.103

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Amount -

Carriage on Surface road

Quantity174.99

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Cost of Haulage for Non-Stock materials Excluding Loading and Unloading of STONE CHIPS For 50 Km

Quantity-

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Loading & Unloading

Quantity111.006

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Amount -

Carriage on Surface road

Quantity207.581

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Amount -

RIVER TRAINING WORK

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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Quantity1860

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Amount -

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.

Quantity1993.13

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Amount -

Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire.

Quantity3900

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Amount -

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.

Quantity1055.91

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Provision for temporary road diversion for the period of construction of Bridge over Kateng Kali Khola, Namthang.

Quantity1

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Cost of Haulage for Stock materials Excluding Loading and Unloading For 50 Km

Quantity-

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Amount -

Loading & Unloading

Quantity295.52

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Amount -

Carriage on Surface road

Quantity295.52

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Amount -

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading of SAND For 50 Km

Quantity-

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Amount -

Loading & Unloading

Quantity582.27

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Amount -

Carriage on Surface road

Quantity1071.38

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Amount -

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading of STONE CHIPS For 50 Km

Quantity-

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Amount -

Loading & Unloading

Quantity1127.61

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Amount -

Carriage on Surface road

Quantity2108.63

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Amount -

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading of STONE For 50 Km

Quantity-

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Amount -

Loading & Unloading

Quantity6297.18

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Amount -

Carriage on Surface road

Quantity13853.79

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Amount -

PROTECTIVE WORK

Quantity-

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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Quantity1245.6

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Amount -

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Quantity960

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Amount -

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification (M 25)

Quantity270

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Amount -

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Quantity27

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Amount -

Cost of Haulage for Stock materials Excluding Loading and Unloading For 50 Km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity775.5

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Amount -

Carriage on Surface road

Quantity775.5

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Amount -

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading of SAND For 50 Km

Quantity-

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Amount -

Loading & Unloading

Quantity46.98

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Amount -

Carriage on Surface road

Quantity86.443

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Amount -

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading of STONE CHIPS For 50 Km

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity89.1

Rate-

Amount -

Carriage on Surface road

Quantity163.944

Rate-

Amount -

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading of STONE For 50 Km

Quantity-

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Amount -

Loading & Unloading

Quantity226.8

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Carriage on Surface road

Quantity499

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Amount -

STEEL PARTS

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Fabrication & Supply of Standard 55 Mtr. Clear Span Steel Bridge - Double Lane of 70 R loading (Width 8.5 mtr. and Carriage Way 7.5 mtr suitable for RCC Decking) over Kateng Kali Khola, Namthang in South Sikkim including Erection / Launching in position Steel Bridge. Scaffolding / Loading - Unloading , Carriage up to Work site, Painting of Bridge and Installation of Bearing . All complete.

Quantity1

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Amount -

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