Department Of Rural Development And Panchayats Tender

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Department Of Rural Development And Panchayats Tender

Civil And Construction

Road Construction

Dantewada, Chhattisgarh

Opening Date7 Jul 2023

Closing Date21 Jul 2023

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Costs

EMD
₹ 1,19,000
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Description

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Contact

Tender Id
141045
Bid Award Id
View
Tender No
141045
Tender Authority
Department Of Rural Development And Panchayats View
Purchaser Address
-
Website
http://eproc.cgstate.gov.in

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Documents

Tender Notice-11.8 MB157063601202843726...157063601202843726_141045_Tender Document NIt 902 final.pdf

Document-3279.6 kB836718299550033443...836718299550033443_141045_BADEGUDRA TO CHHOTEGUDRA VIA BURJIPARA.xls

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

Document-135.6 kBTender_Detail_1410...Tender_Detail_141045.html

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BOQ Items

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

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In area of non-thorny jungle

Quantity22200

Rate155400

Amount 7

Compacting Original Ground / Existing Embankment. Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

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RD 6500-13500

Quantity9967

Rate289043

Amount 29

(i) Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

Quantity8320

Rate732160

Amount 88

(i) Excavation in Cutting in Soil by manual 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

Quantity3607.97

Rate328325

Amount 91

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

Quantity8324.83

Rate641011

Amount 77

Construction of Embankment with Material Obtained from Pits, 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

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Construction of Subgrade and Earthen Shoulders, Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requiremeItem no 3.12

Quantity6230

Rate1744400

Amount 280

(i) Deduct if motar grader not used (For

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Amount 13

(ii)Deduct if vibratory roller not used(For Item no 3.12(a) and (b))

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Amount 11

Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)

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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)

Quantity5764

Rate5245240

Amount 910

Water Bound Macadam with Crushable Screenings:- WBM Grading 2 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

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WBM Grading 3 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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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.

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Prime Coat:- 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

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Tack Coat, 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50

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20mm thick Open-Graded Premix Carpet using Bituminous (VG/modified bitumen) Binder:- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade/ VG bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006. (ii) Bitumen (VG-30)

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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 Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73: Case - II : Type B, Bitumen (VG-30)

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Cautionary, mandatory, informatory direction and place identification sign boards:- 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

Quantity8.75

Rate57172

Amount 6534

Kilometer Stone :- 5th Kilometre Stone (precast), Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Quantity1

Rate5180

Amount 5180

Kilometer Stone :- Ordinary Kilometer Stone (Precast), Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Quantity7

Rate21504

Amount 3072

Kilometer Stone :- 200 m stone (precast), Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Quantity28

Rate18144

Amount 648

Boundary Pillar, Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Quantity67

Rate48508

Amount 724

Providing and Fixing Informatory and Logo Board of PMGSY Project

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(A) Providing typical PMGSY informatory & logo board as per approved drawing & specifications, painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc with ready mix synthetic enamel paint of superior quality in required shed & colours.

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Brick/Stone Masonary

Quantity1

Rate12037

Amount 12037

Providing and fixing 'Citizen Information Board' of PMGSY Project, (A) 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 50

Quantity1

Rate19621

Amount 19621

Providing and fixing of PMGSY'Logo' board , Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.

Quantity3

Rate27828

Amount 9276

Bedding for Causeway/Pipes

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Type B (First Class) Bedding

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Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Quantity24.27

Rate30944

Amount 1275

Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6

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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.

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750 mm dia

Quantity175

Rate904225

Amount 5167

Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil ( i.) Upto 3 m depth

Quantity2635.15

Rate932843

Amount 354

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (Nominal mix 1:3:6)

Quantity169.72

Rate866760

Amount 5107

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (Nominal mix 1:2.5:5)

Quantity1645.35

Rate8980320

Amount 5458

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (Nominal mix (1:2:4)

Quantity69.44

Rate396710

Amount 5713

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5)

Quantity157.57

Rate848829

Amount 5387

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II. P.C.C. grade M 20 (Nominal mix (1:2:4)

Quantity111.24

Rate672112

Amount 6042

Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Quantity240

Rate80400

Amount 335

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

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I)Granular material

Quantity96.61

Rate99025

Amount 1025

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Quantity309.18

Rate558688

Amount 1807

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 IV. R.C.C. grade M 25

Quantity10.85

Rate74159

Amount 6835

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (II) R.C.C M-25 (Design mix)

Quantity-

Rate-

Amount 7312

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Quantity1.05

Rate80203

Amount 76384

Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Quantity18.43

Rate7943

Amount 431

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity5.92

Rate75343

Amount 12727

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Quantity46.8

Rate120276

Amount 2570

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

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Amount -

(iii) In cement mortar (1:5)

Quantity464.34

Rate2257621

Amount 4862

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

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Stone/Boulder

Quantity92.6

Rate186681

Amount 2016

Maintenance of Road for first year

Quantity7

Rate210000

Amount 30000

Maintenance of Road for Second year

Quantity7

Rate280000

Amount 40000

Maintenance of Road for Third year

Quantity7

Rate490000

Amount 70000

Maintenance of Road for Fourth year

Quantity7

Rate770000

Amount 110000

Maintenance of Road for Fifth year

Quantity7

Rate1050000

Amount 150000

Sub-Engineer

Quantity-

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Amount -

PIU-01, CGRRDA Dantewada

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