Department Of Rural Development And Panchayats Tender

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Department Of Rural Development And Panchayats Tender

Civil And Construction

Bridge Construction

Surajpur, Chhattisgarh

Opening Date6 Apr 2023

Closing Date13 Apr 2023

Tender AmountRefer Documents

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Costs

EMD
₹ 8,53,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
129928
Bid Award Id
View
Tender No
129928
Tender Authority
Department Of Rural Development And Panchayats View
Purchaser Address
-
Website
http://eproc.cgstate.gov.in

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Documents

Tender Notice-11.1 MB152742792103438948...1527427921034389488_129928_Tender Document for Bridge NIT 875.pdf

Document-3138.9 kB844546263599532765...8445462635995327653_80969_Guidelines to Bidders.pdf

Document-276.7 kB542834769196312909...5428347691963129097_129928_ODGI TO NAWATOLA CH 2000 M.xlsx

Document-137.3 kBTender_Detail_1299...Tender_Detail_129928.html

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BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Ordinary soil

Quantity-

Rate-

Amount -

Ordinary rock (not requiring blasting)

Quantity1549.04

Rate342958

Amount 221.4

Dewatering

Quantity-

Rate-

Amount -

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition).

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Ordinary rock (not requiring blasting)

Quantity1549.04

Rate68592

Amount 44.28

ANNULAR FILLING

Quantity-

Rate-

Amount -

Filling Annular Space Around Footing in Rock (Lean cementconcrete M15 nominal mix.

Quantity135.85

Rate564011

Amount 4151.7

M15 grade PCC below foundation

Quantity-

Rate-

Amount -

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

Quantity54.8

Rate227515

Amount 4151.7

Exploratory boring

Quantity-

Rate-

Amount -

Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including

Quantity-

Rate-

Amount -

UPTO 1.0 m below bed level

Quantity6

Rate32135

Amount 5355.9

Beyond 1.0 m upto 5.0 depth

Quantity24

Rate28080

Amount 1170

Beyond 5.0 m

Quantity16.4

Rate21771

Amount 1327.5

Reinforced Cement Concrete in foundations - M30

Quantity-

Rate-

Amount -

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

Quantity204.41

Rate1102317

Amount 5392.8

HSD bars reinforcement in Foundation

Quantity-

Rate-

Amount -

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

Quantity26.57

Rate1642822

Amount 61823.7

SUBSTRUCTURE

Quantity-

Rate-

Amount -

Reinforced Cement Concrete in substructure - M30

Quantity-

Rate-

Amount -

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

Quantity355.96

Rate2198309

Amount 6175.8

HSD bars reinforcements in substructure

Quantity-

Rate-

Amount -

Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.

Quantity46.27

Rate2873711

Amount 62101.8

Weap Holes

Quantity-

Rate-

Amount -

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200.

Quantity362.01

Rate104584

Amount 288.9

Back Filling Behind abutment

Quantity-

Rate-

Amount -

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

Quantity845.01

Rate688264

Amount 814.5

Elastomeric Bearing

Quantity-

Rate-

Amount -

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MORT&H specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200.

Quantity588000

Rate529200

Amount 0.9

SUPERSTRUCTURE

Quantity-

Rate-

Amount -

Reinforced Cement Concrete in Deck slab and Diaphrags, M35

Quantity-

Rate-

Amount -

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).

Quantity217.83

Rate1547223

Amount 7102.8

Reinforced Cement Concrete in RCC Girder, M35

Quantity-

Rate-

Amount -

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).

Quantity247.11

Rate1755173

Amount 7102.8

RCC Crash Barrier

Quantity-

Rate-

Amount -

Concrete M40

Quantity-

Rate-

Amount -

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).

Quantity68.51

Rate483499

Amount 7057.8

HSD bars reinforcement for RCC Crash Barrier

Quantity-

Rate-

Amount -

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications.

Quantity21.24

Rate1339845

Amount 63090.9

HSD bars reinforcement in Superstructure

Quantity-

Rate-

Amount -

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications.

Quantity83.92

Rate5294463

Amount 63090.9

Cement Concrete Wearing Course

Quantity-

Rate-

Amount -

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700.

Quantity60.21

Rate641977

Amount 10662.3

Drainage Spout

Quantity-

Rate-

Amount -

Supplying and installing drainage spouts complete as per drawing and Technical specification clause 2705.

Quantity68

Rate122828

Amount 1806.3

M15 grade PCC below Approach Slab

Quantity-

Rate-

Amount -

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700

Quantity8.82

Rate35221

Amount 3993.3

RCC in Approach Slab, including reinf

Quantity-

Rate-

Amount -

Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704

Quantity17.64

Rate150298

Amount 8520.3

Strip seal type expansion joint

Quantity-

Rate-

Amount -

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifi cations to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)

Quantity50.4

Rate504585

Amount 10011.6

Testing of span of bridge

Quantity-

Rate-

Amount -

Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per IRC : SP-51)

Quantity77

Rate58905

Amount 765

Cement Concrete Blocks Of Size 0.3x0.3x0.3 m Cast In Cement Concrete Of Grade M15

Quantity-

Rate-

Amount -

Providing and lying Pitching on slopes laid over prepared filter media in front of toe of embankement complete as per drawing and technical specification as per section 2504.

Quantity50.54

Rate214031

Amount 4234.5

Filter Media

Quantity-

Rate-

Amount -

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.

Quantity93.52

Rate162113

Amount 1733.4

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504.

Quantity33.7

Rate63049

Amount 1871.1

Embankment Earthwork

Quantity-

Rate-

Amount -

Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5)

Quantity208.1

Rate36625

Amount 176

Traffic Sign Boards

Quantity-

Rate-

Amount -

Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Quantity2

Rate9458

Amount 4729

Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Quantity2

Rate9334

Amount 4667

PMGSY Information Board

Quantity-

Rate-

Amount -

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.

Quantity1

Rate13749

Amount 13749

PMGSY Citizen Information Board

Quantity-

Rate-

Amount -

Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back.

Quantity1

Rate14015

Amount 14015

Marble Plate

Quantity-

Rate-

Amount -

Providing and Fixing of Av. 20mm thick marble plate i/c cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired.

Quantity1

Rate4500

Amount 4500

Painting on Concrete Surfaces

Quantity-

Rate-

Amount -

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Quantity3190.75

Rate335029

Amount 105

Excavation in Cutting in Soil

Quantity-

Rate-

Amount -

Excavation in Cutting in Soil by manual/ Machinery means Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity703

Rate45695

Amount 65

Construction of embankment with approved materials

Quantity-

Rate-

Amount -

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Quantity703

Rate38665

Amount 55

Construction of embankment

Quantity-

Rate-

Amount -

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR not less than 5)

Quantity1294

Rate227744

Amount 176

Shoulders

Quantity-

Rate-

Amount -

Construction of subgrade and earthen shoulders with approvedmaterial (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b)

Quantity169

Rate30420

Amount 180

Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM)

Quantity169

Rate33800

Amount 200

Construction of granular sub-base

Quantity-

Rate-

Amount -

Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available.

Quantity315

Rate362250

Amount 1150

Wet Mix Macadam

Quantity-

Rate-

Amount -

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Quantity158

Rate233524

Amount 1478

Prime Coat

Quantity-

Rate-

Amount -

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Quantity1050

Rate45150

Amount 43

Tack Coat

Quantity-

Rate-

Amount -

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

Quantity1050

Rate13650

Amount 13

Open - Graded Premix Surfacing

Quantity-

Rate-

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.)

Quantity1050

Rate128100

Amount 122

Seal Coat

Quantity-

Rate-

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) Case - II : Type B

Quantity1050

Rate45150

Amount 43

Pitching on slopes

Quantity-

Rate-

Amount -

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15.

Quantity155

Rate675180

Amount 4356

Filter Media

Quantity-

Rate-

Amount -

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Quantity77

Rate127820

Amount 1660

Cleaning and Grubbing

Quantity-

Rate-

Amount -

Cleaning and Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevent clauses of section 200.

Quantity0.37

Rate13515

Amount 36612

Excavation

Quantity-

Rate-

Amount -

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 including dewatering etc. complete.

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Ordinary rock (not requiring blasting)

Quantity2861.19

Rate633468

Amount 221.4

Dewatering

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity2861.19

Rate126693

Amount 44.28

Plain cement concrete

Quantity-

Rate-

Amount -

M15 grade plain cement concrete below foundations as per drawing and technical specification clause 1700.

Quantity581.3

Rate2413383

Amount 4151.7

Plain and Reinforced Cement Concrete in Curtain Wall M20

Quantity-

Rate-

Amount -

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

Quantity130.02

Rate619844

Amount 4767.3

Reinforcement Curtain Wall

Quantity-

Rate-

Amount -

Providing and laying cutting edge of mild steel weighing 40 kg per meter for well foundation complete as per drawing and technical specifications per relevant clause of section 1200 and 1900.

Quantity2.42

Rate175627

Amount 72573.3

Reinforced cement concrete M20

Quantity-

Rate-

Amount -

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

Quantity311.28

Rate1569692

Amount 5042.7

HYSD bars reinforcement

Quantity-

Rate-

Amount -

Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.

Quantity4.67

Rate289966

Amount 62101.8

Karri Shutters (NON SOR )

Quantity-

Rate-

Amount -

Supplying and fixing in position the steel/wooden karri shutters for stop dam excluding filling the puddle earth but including all handling cleaning of grooves of foreign materials such as dust, sand,silt,etc. including oiling, greesing whereever required excluding cost of materials.

Quantity42.12

Rate202176

Amount 4800

Puddle Earth (NON SOR )

Quantity-

Rate-

Amount -

Filling puddle earth between karri shutters.

Quantity11.23

Rate1685

Amount 150

Filter Media in Staircase

Quantity-

Rate-

Amount -

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.

Quantity67.32

Rate116692

Amount 1733.4

Cement Concrete Blocks Of Size 0.3x0.3x0.3 m Cast In Cement Concrete Of Grade M15

Quantity-

Rate-

Amount -

Providing and lying Pitching on slopes laid over prepared filter media in front of toe of embankement complete as per drawing and technical specification as per section 2504.

Quantity100.98

Rate427600

Amount 4234.5

Bouldering with Crushed Metal

Quantity-

Rate-

Amount -

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503

Quantity118.8

Rate257998

Amount 2171.7

Boundary apron on river bed

Quantity-

Rate-

Amount -

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Quantity1424.19

Rate3173665

Amount 2228.4

WITH 18% GST

Quantity-

Rate41594222

Amount -

1st Year Maintenance

Quantity-

Rate132185

Amount 0.15

2nd Year Maintenance

Quantity-

Rate132185

Amount 0.15

3rd Year Maintenance

Quantity-

Rate176247

Amount 0.2

4thYear Maintenance

Quantity-

Rate220309

Amount 0.25

5thYear Maintenance

Quantity-

Rate220309

Amount 0.25

Total Cost of maintenance

Quantity-

Rate881234

Amount -

WITH 18% GST

Quantity-

Rate1039856

Amount -

Grand Total(Included Maintenance)

Quantity-

Rate42634078

Amount -

Distt.-Surajpur (C.G.)

Quantity-

Rate-

Amount -

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