Pradhan Mantri Gram Sadak Yojana Tender

View complete overview of Meghalaya PMGSY Tender

Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works

Road Construction

Eprocure

East Khasi Hills, Meghalaya

Opening Date11 Nov 2024

Closing Date2 Dec 2024

Tender Amount₹ 21,85,44,700

Notes

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Costs

EMD
₹ 43,70,894
Document Cost
₹ 22,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_CEMEG_137202_1
Tender No
MG04III0305
Tender Authority
Pradhan Mantri Gram Sadak Yojana View
Purchaser Address
-
Website
http://http://omms.nic.in/

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Documents

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Tender Notice-1737.6 kBTendernotice_1.pdf

IFB

BOQ-1357.9 kBBOQ_214980.xls

Bill of Quantities

Document-32.6 MBMBDMG04III0305.pdf

Bidding Document

Document-2229.2 kBAddendum1.pdf

Document-151.5 kBTender_Detail_2024...Tender_Detail_2024_CEMEG_137202_1.html

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BOQ Items

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Quantity-

Rate-

Amount -

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ii.Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914

Quantity30750

Rate9

Amount -

Cutting of branches of trees shrubs and trimming of grass and weeds

Quantity-

Rate-

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iii) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914

Quantity69650

Rate3

Amount -

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means

Quantity-

Rate-

Amount -

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Quantity56004

Rate20

Amount -

Earthwork in Hill Road Excavation in Hilly Areas in Soil by mechanical means

Quantity-

Rate-

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A.Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Quantity131205.38

Rate137

Amount -

Construction of Embankment with Material Obtained from Roadway Cutting

Quantity-

Rate-

Amount -

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

Quantity49864.5

Rate222

Amount -

Compacting Original Ground

Quantity-

Rate-

Amount -

(ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity11340

Rate86

Amount -

Granular Sub-Base with Well Graded material (Table 400.1)

Quantity-

Rate-

Amount -

4.1 Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.(A) By mixing in place method. (ii) For Grading II Material

Quantity3138.45

Rate3444

Amount -

Wet Mix Macadam

Quantity-

Rate-

Amount -

4.9 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.

Quantity6477.37

Rate6860

Amount -

Prime coat

Quantity-

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Amount -

(i) Low porosity Providing and applying primer coat with bitumen emultion (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 Clause 502.

Quantity84198.2

Rate34

Amount -

Tack coat

Quantity-

Rate-

Amount -

(III) Providing and applying tack coat with bitumen emultion (RS-1) Using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treasted with primer & cleaned with hydraulic broom as per technical specification clause 503.

Quantity84198.2

Rate16

Amount -

Mix Seal Surfacing

Quantity-

Rate-

Amount -

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Mechanical Means Type A (I) Bitumen (S-90)

Quantity84198.2

Rate334

Amount -

TRAFFIC SIGN AND ROAD FURNITURE Trafic - Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

(ii) 600mm equilateral triangle

Quantity78

Rate2974

Amount -

(iii) 600mm circular

Quantity60

Rate3438

Amount -

(vii) 900mm side octagon

Quantity30

Rate4858

Amount -

Kilometre Stone 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

Quantity-

Rate-

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5th Kilometer Stone

Quantity4

Rate5415

Amount -

Ordinary Kilometer Stone (precast)

Quantity21

Rate3121

Amount -

200 m Stone (precast)

Quantity82

Rate876

Amount -

Guide posts

Quantity-

Rate-

Amount -

Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 (Rates as per Annexure A-7)

Quantity80

Rate1208

Amount -

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Quantity-

Rate-

Amount -

Centre Lines and Edge Lines

Quantity4100

Rate156

Amount -

Speed Breaker

Quantity196.88

Rate156

Amount -

Crossing

Quantity72

Rate156

Amount -

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5mm thick spported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 ii. 600 mm Equilateral Triangle.

Quantity20

Rate2974

Amount -

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory signboard with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flatiron 25mmx5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm. The angle iron frame of the lower most plate and flatiron frame of middle plate will be welded to 2nos.75mmx75mmof12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mmof12SWG steel plate tube. All M.S. will be stove name led 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 post sand steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity15

Rate39046

Amount -

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing and Tehnical Specification Clause 1701

Quantity29.16

Rate5552

Amount -

Providing and Fixing "Maintenance Information Board" Providing and fixing typical PMGSY Informatory signboard with Logo as per MORD specifications and drawing. One single MS plate of 1.6 mm thick welded with MS angle iron frame of 25mm x 25mm x 5 mm will be welded with

Quantity1

Rate32839

Amount -

Protection Work (Retaining Wall)

Quantity-

Rate-

Amount -

Earthwork in excavation for structures 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 side (I) Ordinary Soil Upto 3 m depth Wall Footing

Quantity637.99

Rate113

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone Nominal mix 1:3:6 Below Footing

Quantity75.06

Rate10368

Amount -

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 12 II.Coursed rubble masonry (2nd sort).In 1:4 cement mortar Base part

Quantity466.59

Rate8040

Amount -

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 12 II.Coursed rubble masonry (2nd sort).In 1:4 cement mortar Wall part

Quantity1125.75

Rate8040

Amount -

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 12 II.Coursed rubble masonry (2nd sort).In 1:4 cement mortar Parapet Wall

Quantity106.65

Rate8040

Amount -

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Quantity592.5

Rate388

Amount -

Providing weep holes 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

Quantity264

Rate525

Amount -

Protection Work (Breast Wall)

Quantity-

Rate-

Amount -

Quantity242.25

Rate113

Amount -

Quantity28.5

Rate10368

Amount -

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 12 II.Coursed rubble masonry (2nd sort).In 1:4 cement mortar Base part

Quantity177.19

Rate8040

Amount -

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 12 II.Coursed rubble masonry (2nd sort).In 1:4 cement mortar Wall part

Quantity461.25

Rate8040

Amount -

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Quantity450

Rate388

Amount -

Quantity100

Rate525

Amount -

PCC DRAIN WITH RCC COVER (L = 485 M)

Quantity-

Rate-

Amount -

Excavation for Structures Earthwork in excavation for structures 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 Upto 3 m depth

Quantity349.2

Rate363

Amount -

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

Quantity58.2

Rate10368

Amount -

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

Quantity-

Rate-

Amount -

Drain Side Walls

Quantity54.57

Rate10864

Amount -

Drain Bottom

Quantity43.65

Rate10864

Amount -

Quantity323

Rate525

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 iv. R.C.C grade M 20

Quantity65.48

Rate11164

Amount -

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 10 mm Tor

Quantity4.03

Rate74958

Amount -

Lined Drain (L=1500 Rm)

Quantity-

Rate-

Amount -

Quantity1350

Rate363

Amount -

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

Quantity337.5

Rate4114

Amount -

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

Quantity-

Rate-

Amount -

Drain Side Walls

Quantity360

Rate10864

Amount -

Drain Bottom

Quantity67.52

Rate10864

Amount -

Unline Drain

Quantity6597

Rate18

Amount -

Cross Drainage Work New Proposal and Reconstruction Hume Pipe Culvert (20 Nos) -Embeded

Quantity-

Rate-

Amount -

Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 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. I. Ordinary soil Upto 3 m depth

Quantity1280.51

Rate363

Amount -

Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Below Foundation

Quantity57.9

Rate10368

Amount -

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

Quantity491.19

Rate10864

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 1. R.C.C grade M 20

Quantity60.72

Rate11164

Amount -

Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109 (A) In 1:4 cement mortar

Quantity12.24

Rate8040

Amount -

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

Quantity9.17

Rate78340

Amount -

Form work

Quantity20

Rate45109

Amount -

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia

Quantity150

Rate24777

Amount -

Quantity160

Rate525

Amount -

Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 Earth filling

Quantity686.74

Rate222

Amount -

Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. (A) By mixing in place method. (ii) For Grading II Material

Quantity67.2

Rate3444

Amount -

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Quantity243.2

Rate388

Amount -

Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity243.2

Rate164

Amount -

Cross Drainage Work Repair Hume Pipe Culvert (23 Nos)

Quantity-

Rate-

Amount -

Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109 (A) In 1:4 cement mortar

Quantity308.03

Rate8040

Amount -

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Quantity644

Rate388

Amount -

Quantity417.04

Rate164

Amount -

Repair Repair of Bridges (04 Nos)

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 1. R.C.C grade M 20

Quantity6.08

Rate11164

Amount -

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

Quantity0.96

Rate78340

Amount -

Quantity358.5

Rate164

Amount -

Good and Service Tax (18%)

Quantity0.18

Rate-

Amount -

Five Years Maintenance

Quantity-

Rate-

Amount -

Maintenance for 1st Year

Quantity20.5

Rate161063

Amount -

Maintenance for 2nd Year

Quantity20.5

Rate177170

Amount -

Maintenance for 3rd Year

Quantity20.5

Rate194887

Amount -

Maintenance for 4th Year

Quantity20.5

Rate214376

Amount -

Maintenance for 5th Year

Quantity20.5

Rate235813

Amount -

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Pradhan Mantri Gram Sadak Yojana Tender

Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

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Past BiddersThis list is curated from the bidders of the similar tenders in the past

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