Department Of Rural Development And Panchayats Tender

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Department Of Rural Development And Panchayats Tender

Civil And Construction

Bridge Construction

Jashpur, Chhattisgarh

Opening Date4 Jan 2023

Closing Date16 Jan 2023

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Costs

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₹ 6,32,000
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Description

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Tender Id
119222
Bid Award Id
View
Tender No
119222
Tender Authority
Department Of Rural Development And Panchayats View
Purchaser Address
-
Website
http://eproc.cgstate.gov.in

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Documents

Tender Notice-11.3 MB462497839707952254...4624978397079522545_119222_Tender Document for Bridge NIT 840.pdf

BOQ-1115.2 kB455337319967525449...455337319967525449_119222_BOQ LSB 07-28 ( Siri River).xls

Document-2138.9 kB844546263599532765...8445462635995327653_80969_Guidelines to Bidders.pdf

Document-137.3 kBTender_Detail_1192...Tender_Detail_119222.html

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BOQ Items

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Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm Dia

Quantity37.5

Rate173700

Amount 4632

Excavation for Structures ( Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of slumps and other deleterious matter,dessing of sides and bottom and backfilling with approved material Ordinary soil (i) up To 3 m depth

Quantity598.83

Rate78686

Amount 131.4

Excavation for Structures ( Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of slumps and other deleterious matter,dessing of sides and bottom and backfilling with approved material Ordinary soil (ii) 3 m To 6 m depth

Quantity37.43

Rate5625

Amount 150.3

Excavation for Structures ( Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of slumps and other deleterious matter,dessing of sides and bottom and backfilling with approved material Ordinary soil (iii) up To 3 m depth

Quantity315.4

Rate69829

Amount 221.4

Excavation for Structures ( Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of slumps and other deleterious matter,dessing of sides and bottom and backfilling with approved material Ordinary Rock(not Requiring blastering) add Extra as folows in the rates of the above items if Dewatering

Quantity188.83

Rate29774

Amount 157.68

Plain / Reinforced cement concrete in open foundation complete as per drawing and specification

Quantity88.76

Rate478664

Amount 5392.8

Providing steel liner 10mm thick for curbs and 6mm thick steining for wells including fabricating and setting out as per detailed drawing and specification as per section 1200 and 1900

Quantity20.22

Rate1320082

Amount 65286

Providing Bored cast In situ M -35 grade RCC Pile excluding reinforcement complete as per drawing and Technical specifications and removal of excavated earth Pile diameter 1200 mm.

Quantity14123.7

Rate2169400

Amount 153.6

Pile Load Test on single Vertical Pile in accoedance with IS : 2911(Part-IV) in static load method only (ii) Lateral Load test

Quantity3

Rate202500

Amount 67500

Cement concrete for reinforcement Concrete in Pile cap complete as per drawing and Technical specification as per section 1100,1500 and 1700 Using concrete mixer (iii) RCC Grade M-30

Quantity144.77

Rate751550

Amount 5191.2

Levelling course for pile cap ( providing and laying of PCC M-15 levelling course 100mm thick below the pile cap )

Quantity33.17

Rate134905

Amount 4067.1

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation 30.21 mt 61824 1867827 complete as per drawing and technical specifications as per section 1600

Quantity30.21

Rate1867693

Amount 61823.7

Exploratory boring 100mm dia:-at the location of piers and abutments or for high embankments in approaches in all type of strata as per IRC 78:2014 and section 2400 of specifications for collection of samples at different depth(rock sample and undisturbed soil sample)and test including preseving core samples as per specification.

Quantity-

Rate-

Amount -

UPTO 1.0 m below bed level

Quantity6

Rate32135

Amount 5355.9

Beyond 1.0 m upto 5.0 depth

Quantity37.5

Rate43875

Amount 1170

Beyond 5.0 m

Quantity52.5

Rate69693

Amount 1327.5

Providing & laying plain RCC in substructure or complete RCC box section as per drawing and technical specification and as per relevant clauses of sections 1500, 1700 & 2200 in ( Height above average ground level ) Using concrete mixture E Height 5 to 10m

Quantity292.17

Rate1722079

Amount 5894.1

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

Quantity20.81

Rate1292338

Amount 62101.8

Providing weepholes in Brick masonary / 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 specification and as per clause 2706 of specifications.

Quantity102.18

Rate29519

Amount 288.9

Providing Back filling behind Abutment,wing wall and return wall with granular material complete as per drawing and Technical specification and as per relevant clauses 305 of specification and as per appendix 6 of IRC-78

Quantity346.06

Rate281865

Amount 814.5

Providing & laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600 mm with smaller 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 specification.

Quantity204.36

Rate354237

Amount 1733.4

Supplying,fitting and fixing in position true to line and level elastomeric bearing conferming 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

Quantity195000

Rate175500

Amount 0.9

Providing & laying RCC in Super-structure as per drawing and technical specification and as per relevant clauses of sections 1500,1700 and 2300 in RCC Grade M-30 for T- Beam & Slab Height 5 to 10m (Using Concrete Mixer)

Quantity467.45

Rate3178005

Amount 6798.6

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

Quantity64.19

Rate4049804

Amount 63090.9

Providing & laying CC wearing coat M30 grade including reinforcement complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 and clause 2702 of specifications .

Quantity63

Rate671724

Amount 10662.3

Construction of in - situ RCC railing of M30 grade aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, eaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications as per relevant clauses of section 1500,1600,1700 and 2703 ( vide drawing No. SD/201, SD/304

Quantity224

Rate366710

Amount 1637.1

Drainage spouts complete as per drawing and Technical specifications of section 2705

Quantity35

Rate63220

Amount 1806.3

Providing PCC M15 grade levelling course below approach slab complete as per drawing and technical specifications and as per relevant clauses of section 1700 .

Quantity12.7

Rate50714

Amount 3993.3

Providing & laying RCC approach slab M30 grade I/c reinforcement & formwork complete as per drawing and Technical specifications and as per relevant clauses of section 1500,1700, and clause 2704 of specifications

Quantity25.2

Rate214711

Amount 8520.3

Expansion joint Providing strip seal expansion joint complete as per drawing

Quantity50.4

Rate504584

Amount 10011.6

Providing and fixing in position Granite plates of size 0.9 m. x 1.2 m. with inscribed details as perdetails drawings .

Quantity2

Rate11880

Amount 5940

Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for measurement including unloading etc. complete as per approved drawing.

Quantity77

Rate58905

Amount 765

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)

Quantity1358.18

Rate239038

Amount 176

Construction of sub-grade and earthen shoulders with approved material (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)

Quantity264.38

Rate47587

Amount 180

Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III)

Quantity403.2

Rate262080

Amount 650

Construction of hard shoulders as per Technical Specification Clause 407. Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401.

Quantity78.84

Rate28224

Amount 358

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

Quantity379.44

Rate1652845

Amount 4356

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical Clause 1302

Quantity189.72

Rate314935

Amount 1660

Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 (iii) Cement concrete grade M 10 in case of concrete block pitching P.C.C grade M 10 (Nominal mix 1:3:6)

Quantity313.2

Rate1142553

Amount 3648

Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Quantity264.37

Rate1347518

Amount 5097

Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification 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

Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge.

Quantity164

Rate77408

Amount 472

HYSD steel bars Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity1.77

Rate104185

Amount 58850

TOTAL AMOUNT

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Rate26116604

Amount -

Maintenance of Road for five years after completion of Project. 1st Year Maintenance ( 15 %)

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Say

Quantity-

Rate315

Amount -

Sub Engineer Assistant Engineer

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CGRRDA CGRRDA

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PIU 01-, Jashpur PIU 01-, Jashpur

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