Department Of Rural Development And Panchayats Tender

The Department Of Rural Development And Panchayats has issued a formal invitation for competitive bids for Construction & Maintenance Of Road in Sukma, Chhattisgarh. The bid opening date for this tender is 03-03-2022 and the last date for bid submission is 10-03-2022. Interested bidders for Department Of Rural Development And Panchayats tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.

Department Of Rural Development And Panchayats Tender

Civil And Construction

Road Construction

Sukma, Chhattisgarh

Opening Date3 Mar 2022

Closing Date10 Mar 2022

Tender AmountRefer Documents

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Costs

EMD
₹ 83,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Construction & Maintenance Of Road

Description

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Contact

Tender Id
94080
Bid Award Id
View
Tender No
94080
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 MB36159484494402153_...36159484494402153_94080_Tender Document NIT 722.pdf

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

Document-129.9 kB906722272024167513...9067222720241675138_94080_CG 19 152 Dayapara Gadempara.xlsx

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BOQ Items

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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)

Quantity24.63

Rate180094

Amount 7312

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

Quantity3.41

Rate266144

Amount 77998

Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per

Quantity39.9

Rate212866

Amount 5335

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

Quantity30

Rate194550

Amount 6485

Seal Coat Providing , laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B or Type C as per Technical Specification clause 508 MORD( Using Three wheel 80-100KN static roller) Note: Since Seal Coat is provided immediately over the bituminous layers, hydraulic broom for cleaning has not been catered Case-III Type C Bitumen Emulsion (Cold Mix Binder Tailor Made) Complying with IS: 8887

Quantity8091.43

Rate744411

Amount 92

Maintenance 5TH YEAR

Quantity2.6

Rate390000

Amount 150000

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (C) Above 900 mm dia

Quantity-

Rate-

Amount 532

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

Quantity1152.41

Rate88735

Amount 77

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

Quantity-

Rate-

Amount 6098

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

Quantity42

Rate3822

Amount 91

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)

Quantity-

Rate-

Amount 5107

Kilometer Stone Reinforced cement concrete M15 grade kilometer 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 (I) 5th Kilometer Stone (precast)

Quantity-

Rate-

Amount 5180

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)

Quantity262.08

Rate1368833

Amount 5223

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

Quantity3.24

Rate21170

Amount 6534

Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (B)Cement Concrete

Quantity-

Rate-

Amount 580

Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (A) 600 mm dia

Quantity10

Rate40990

Amount 4099

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)

Quantity2862.45

Rate2604825

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.

Quantity-

Rate-

Amount 1981

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

Quantity12

Rate5172

Amount 431

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

Quantity261.14

Rate92444

Amount 354

open-Graded premix carpet 20 mm thick using Bituminous Binder (Cationic Bitumen Emulsion/cold mix binder tailor made, complying with IS:8887) Providing, laying and rolling open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to requires line, grade and level to serve as wearing course on a previously prepared base, including mixing 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 Type A or Type B or Type C as per Technical Specification clause 508 MORD Case-II By Mechanical Means Cationic Bitumen Emulsion (cold mix binder tailor made)complying with IS:8887

Quantity8257.03

Rate2022972

Amount 245

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

Quantity4.68

Rate30986

Amount 6621

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. (ii)Ordinary rock (not requiring blasting) i. Upto 3 m depth

Quantity-

Rate-

Amount 442

Maintenance 3RD YEAR

Quantity2.6

Rate182000

Amount 70000

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 50x50x5 mm MS angle on the back

Quantity1

Rate19621

Amount 19621

Bedding for Causeway/Pipes (I) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5)

Quantity4.26

Rate21716

Amount 5093

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

Quantity20

Rate6700

Amount 335

Setting Out Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on centre line, setting out curves and recording of centre line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge.

Quantity2.6

Rate54483

Amount 20955

Maintenance 1 ST YEAR

Quantity2.6

Rate78000

Amount 30000

Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I. Sand filling

Quantity-

Rate-

Amount 1275

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.

Quantity2080

Rate183040

Amount 88

Construction of sub-grade 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)

Quantity2947.15

Rate825201

Amount 280

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

Quantity8091.43

Rate485485

Amount 60

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Quantity-

Rate-

Amount 2016

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A) Upto 600 mm dia

Quantity-

Rate-

Amount 230

Kilometer Stone Reinforced cement concrete M15 grade kilometer 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 (III) 200 m stone (precast)

Quantity11

Rate7128

Amount 648

Scarifying Existing Granular bituminous Surface to a Depth of 100 mm Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Quantity-

Rate-

Amount 21

Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (C)Reinforced Cement Concrete

Quantity-

Rate-

Amount 1463

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

Quantity3.8

Rate6091

Amount 1603

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.

Quantity1755

Rate50895

Amount 29

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

Quantity13.16

Rate67208

Amount 5107

With GST

Quantity-

Rate15464237

Amount -

Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.)

Quantity-

Rate-

Amount 846

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 Clause 301.5(Having CBR more than 5)

Quantity7909.18

Rate1945659

Amount 246

Construction of sub-grade 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)

Quantity612.25

Rate171431

Amount 280

Dismantling Stone Masonry Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (A) Rubble Stone Masonry in Lime/Cement/mud mortar

Quantity-

Rate-

Amount 350

12% GST

Quantity-

Rate124800

Amount -

12% GST

Quantity-

Rate1656882

Amount -

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.

Quantity10400

Rate10400

Amount 1

Water Bound Macadam with Crushable Screenings 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.

Quantity602.87

Rate1276888

Amount 2118

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

Quantity0.34

Rate25665

Amount 76384

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity4

Rate8460

Amount 2115

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 503.

Quantity8091.43

Rate145645

Amount 18

Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (D) 300 mm dia

Quantity-

Rate-

Amount 1581

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)

Quantity4.2

Rate30710

Amount 7312

With GST

Quantity-

Rate1164800

Amount -

Maintenance 2ND YEAR

Quantity2.6

Rate104000

Amount 40000

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)

Quantity73.66

Rate396806

Amount 5387

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

Quantity1

Rate9276

Amount 9276

(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

Quantity72.5

Rate6597

Amount 91

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

Quantity-

Rate-

Amount 2324

Providing and Fixing Informatory and Logo Board of PMGSY Project (B) 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 1700.1

Quantity1

Rate19249

Amount 19249

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

Quantity26

Rate18824

Amount 724

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia

Quantity-

Rate-

Amount 311

Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Quantity3.41

Rate23320

Amount 6839

Maintenance 4TH YEAR

Quantity2.6

Rate286000

Amount 110000

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