Pradhan Mantri Gram Sadak Yojana Tender

View complete overview of Meghalaya PMGSY Tender

Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works

Civil And Construction

Road Construction

Eprocure

East Khasi Hills, Meghalaya

Opening Date11 Nov 2024

Closing Date2 Dec 2024

Tender Amount₹ 26,42,43,522

Notes

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Costs

EMD
₹ 52,84,870
Document Cost
₹ 27,000
Tender Fee
Refer Documents

Summary

Construction I/c Metalling And Blacktopping Of A Road From Dangar Dombah To 36th Km Of Balat Shella Road

Description

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Contact

Tender Id
2024_CEMEG_137191_1
Tender No
MG02III0509
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-1737.5 kBTendernotice_1.pdf

IFB

BOQ-1368.1 kBBOQ_214963.xls

Bill of Quantities

Document-22.6 MBMBDMG02III0509.pdf

Bidding Document

Document-151.5 kBTender_Detail_2024...Tender_Detail_2024_CEMEG_137191_1.html

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BOQ Items

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Quantity-

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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. - PCC

Quantity90

Rate683

Amount -

Dismantling of Stone Masonry

Quantity1500

Rate512

Amount -

Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads. -600mm - 900mm dia

Quantity812.5

Rate299

Amount -

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.

Quantity72911.25

Rate20

Amount -

Construction of subgrade and earthen shoulders with approved material 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 with lead upto 1000 m as per Technical Specification Clause 303.1.- (For Bridge Approach)

Quantity1600

Rate659

Amount -

Quantity4374.68

Rate520

Amount -

GSB- Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity1010.91

Rate4545

Amount -

Cement Treated Sub-Base/Base : Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.

Quantity6681.19

Rate5877

Amount -

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

Quantity1552.5

Rate5452

Amount -

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

Quantity76397.75

Rate49

Amount -

Tack Coat- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503..

Quantity76397.75

Rate16

Amount -

Mix Seal Surfacing ; 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

Quantity76397.75

Rate323

Amount -

Hume Pipe- 1 x 1.00m Dia Pipe Culvert

Quantity-

Rate-

Amount -

Earthwork in excavation for foundation of structures in ordinary rock upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Quantity6271.38

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

Quantity271.78

Rate9066

Amount -

Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)

Quantity66.63

Rate8624

Amount -

Laying GSB material below pipe

Quantity151.68

Rate221

Amount -

Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109

Quantity2066.64

Rate8864

Amount -

Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) 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.

Quantity493.75

Rate8111

Amount -

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, retaing wall, breast wall etc.

Quantity426.6

Rate4422

Amount -

Backfilling in foundation trenches as per drawing and technical specification Clause 1108

Quantity182.49

Rate3240

Amount -

Pointing on SM Work

Quantity208.56

Rate129

Amount -

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Quantity189.6

Rate164

Amount -

Hume Pipe- 1 x 1.00m Dia Pipe Culvert (Catchpit & facewall Construction)

Quantity-

Rate-

Amount -

Quantity174.87

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

Quantity10.32

Rate9066

Amount -

Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109

Quantity78.47

Rate8864

Amount -

Quantity16.2

Rate4422

Amount -

Pointing on SM Work

Quantity7.92

Rate129

Amount -

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Quantity7.2

Rate164

Amount -

Hume Pipe- 1 x 1.00m Dia Pipe Culvert (Catchpit & Step outlet Construction)

Quantity-

Rate-

Amount -

Quantity181.8

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

Quantity24.66

Rate9066

Amount -

Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109

Quantity58.32

Rate8864

Amount -

Maintenance of Hume pipe culvert by way of clearing, cleaning, Erosion repair, repairs of cracks, parapet wall and protection work as per drawing and technical specification Clause 1908

Quantity72

Rate1716

Amount -

Hume Pipe- 2 x 1.00m Dia Pipe Culvert

Quantity-

Rate-

Amount -

Quantity140.74

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

Quantity5.1

Rate9066

Amount -

Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)

Quantity0.84

Rate8624

Amount -

Laying GSB material below pipe

Quantity5.09

Rate221

Amount -

Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109

Quantity40.62

Rate8864

Amount -

Quantity12.5

Rate8111

Amount -

Quantity9.5

Rate4422

Amount -

Backfilling in foundation trenches as per drawing and technical specification Clause 1108

Quantity3.75

Rate3240

Amount -

Pointing on SM Work

Quantity0.69

Rate129

Amount -

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Quantity2.4

Rate164

Amount -

RCC Slab Culvert- 1.5 m Span

Quantity-

Rate-

Amount -

Quantity829.69

Rate363

Amount -

Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200

Quantity350.33

Rate3736

Amount -

Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203

Quantity103.71

Rate9066

Amount -

Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203.

Quantity525.67

Rate8624

Amount -

Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204.

Quantity283.62

Rate8979

Amount -

Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete

Quantity86.25

Rate11339

Amount -

Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads

Quantity4.66

Rate77930

Amount -

Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm 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

Quantity135

Rate527

Amount -

RCC Slab Culvert- 3 m Span

Quantity-

Rate-

Amount -

Quantity900.2

Rate363

Amount -

Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200

Quantity465.75

Rate3736

Amount -

Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203

Quantity112.52

Rate9066

Amount -

Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203.

Quantity584.64

Rate8624

Amount -

Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204.

Quantity425.57

Rate8979

Amount -

Quantity138.79

Rate11339

Amount -

Quantity8.68

Rate77930

Amount -

Quantity225

Rate527

Amount -

RCC Slab Culvert- 4 m Span

Quantity-

Rate-

Amount -

Quantity628.25

Rate363

Amount -

Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200

Quantity433.2

Rate3736

Amount -

Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203

Quantity78.53

Rate9066

Amount -

Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203.

Quantity442.7

Rate8624

Amount -

Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204.

Quantity538.62

Rate8979

Amount -

Quantity83.98

Rate11339

Amount -

Quantity4.04

Rate77930

Amount -

Quantity140

Rate527

Amount -

RCC Slab Culvert- 6 m Span

Quantity-

Rate-

Amount -

Quantity203.19

Rate363

Amount -

Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200

Quantity133.8

Rate3736

Amount -

Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203

Quantity22.58

Rate9066

Amount -

Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203.

Quantity146.68

Rate8624

Amount -

Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204.

Quantity188.45

Rate8979

Amount -

Quantity33.85

Rate11339

Amount -

Quantity1.79

Rate77930

Amount -

Quantity35

Rate527

Amount -

Retaining Wall

Quantity-

Rate-

Amount -

Excavation in soil hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.

Quantity1130.95

Rate363

Amount -

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plith level :- 1:3:6 (1 cement : 3 Coarse sand : 6 Graded stone aggregate 40 mm nominal size)

Quantity200.24

Rate9066

Amount -

NET RRM (1:6 CM)-Providing and laying Random Rubble Stone masonry in cement morter 1:6 with bond stones through stone of size 150 mm x 150 mm manufactured in 1:4:8 (1 cement : 4 clean coarse sand and clean hand stone aggregate or 40 mm and down) clean hard selected stone including centering, aligning and slopes/eaves etc. all complete as per Engineer-In-Charge.

Quantity490.88

Rate10545

Amount -

NET RRM (DRY)-Providing and laying Hand packed wall with clean hard selected stone including centering, aligning and slopes curves etc. complete as per EngineeIn-Charge.

Quantity392.49

Rate3901

Amount -

Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.

Quantity361.97

Rate3736

Amount -

Breast Wall

Quantity-

Rate-

Amount -

Excavation in soil hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.

Quantity1894.72

Rate363

Amount -

Quantity307.67

Rate9066

Amount -

Quantity829.57

Rate10545

Amount -

NET RRM (DRY)-Providing and laying Hand packed wall with clean hard selected stone including centering, aligning and slopes curves etc. complete as per EngineeIn-Charge.

Quantity678.81

Rate3901

Amount -

Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.

Quantity469.65

Rate3736

Amount -

DRAINAGE WORKS

Quantity-

Rate-

Amount -

Lined Drain: 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.

Quantity1392.69

Rate363

Amount -

Providing (M-15) for plain concrete complete as per drawing and technical specification

Quantity723.28

Rate8624

Amount -

Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses

Quantity4821.89

Rate607

Amount -

Unlined Drin: Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.

Quantity10000

Rate85

Amount -

ROAD FURNITURE WORKS

Quantity-

Rate-

Amount -

(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)

Quantity1

Rate40011

Amount -

Maintenance Information Board

Quantity1

Rate32839

Amount -

Citizen’s information Board

Quantity1

Rate25164

Amount -

Construction of 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

Quantity5

Rate6302

Amount -

Construction of Ordinary 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

Quantity25

Rate3643

Amount -

Construction of 200 Metre 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

Quantity112

Rate982

Amount -

ROAD SAFETY AND TRAFFIC SIGN WORKS

Quantity-

Rate-

Amount -

a) 600 mm Equilateral Triangle (Ref. Annexure 18.1)

Quantity164

Rate3274

Amount -

b) 600 mm Circular (Ref. Annexure 18.1)

Quantity40

Rate3738

Amount -

c) 900mm side octagon (Ref. Annexure 18.1)

Quantity6

Rate4858

Amount -

d) 600 mm Square (Ref. Annexure 18.1)

Quantity12

Rate4018

Amount -

Retro-reflectorised Traffic Signs:- Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Quantity16

Rate6322

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

Quantity1328.66

Rate156

Amount -

Good and Service Tax (18%)

Quantity0.18

Rate-

Amount -

Five Years Maintenance

Quantity-

Rate-

Amount -

Maintenance for 1st Year

Quantity19.93

Rate102269

Amount -

Maintenance for 2nd Year

Quantity19.93

Rate120097

Amount -

Maintenance for 3rd Year

Quantity19.93

Rate279369

Amount -

Maintenance for 4th Year

Quantity19.93

Rate338763

Amount -

Maintenance for 5th Year

Quantity19.93

Rate448856

Amount -

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Pradhan Mantri Gram Sadak Yojana Tender

Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Costs

EMD

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Tender Fee

Summary

Description

Contact

Tender Id

Tender No

Tender Authority

Purchaser Address

Website

BOQ Items

Potential Partner

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

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