Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - PMGSY Tender

Works

Civil And Construction

Road Construction

Eprocure

Tiruchirappalli, Tamil Nadu

Opening Date17 May 2024

Closing Date18 Jul 2024

Tender Amount₹ 2,41,56,000

Notes

Download

Costs

EMD
₹ 4,84,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_RDTN_134249_1
Bid Award Id
View
Tender No
TN05183
Tender Authority
Rural Development And Panchayat Raj Department View
Purchaser Address
-
Website
http://https://www.tnrd.gov.in/

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Documents

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Tender Notice-11.7 MBTendernotice_1.pdf

SBD

BOQ-1420.9 kBBOQ_210237.xls

Pricebid

Document-6105.3 kBTenderdateext16.7....Tenderdateext16.7.24.pdf

Document-5105.3 kBDateextended19.6.2...Dateextended19.6.24.pdf

Document-498.8 kBTender_Detail_2024...Tender_Detail_2024_RDTN_134249_1.html

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BOQ Items

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Quantity-

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Amount -

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Scarifying the Existing Bituminous road surface to 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 -

Km : 0/000 - 3/140

Quantity3882.94

Rate-

Amount -

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Quantity-

Rate-

Amount -

Km. 0/0 - 1/0

Quantity1150.53

Rate-

Amount -

Km. 1/0 - 2/0

Quantity1180.66

Rate-

Amount -

Km. 2/0 -3/00

Quantity1180.98

Rate-

Amount -

Km. 3/00 - 3/140

Quantity154.63

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 (Gravel Shoulder)

Quantity-

Rate-

Amount -

Km. 0/0 - 1/0

Quantity557.61

Rate-

Amount -

Km. 1/0 - 2/0

Quantity557.55

Rate-

Amount -

Km. 2/0 -3/00

Quantity555.33

Rate-

Amount -

Km. 3/00 - 3/140

Quantity76.84

Rate-

Amount -

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 (WMM).

Quantity-

Rate-

Amount -

Km. 0/0 - 0/1

Quantity61.61

Rate-

Amount -

Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Quantity-

Rate-

Amount -

Km. 0/0 - 1/0

Quantity190.6

Rate-

Amount -

Km. 1/0 - 2/0

Quantity188.94

Rate-

Amount -

Km. 2/0 -3/00

Quantity187.61

Rate-

Amount -

Km. 3/00 - 3/140

Quantity27.05

Rate-

Amount -

Providing and applying Prime 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. (i) Low Porosity

Quantity-

Rate-

Amount -

Km. 0/0 - 1/0

Quantity3811.91

Rate-

Amount -

Km. 1/0 - 2/0

Quantity3778.91

Rate-

Amount -

Km. 2/0 -3/00

Quantity3752.18

Rate-

Amount -

Km. 3/00 - 3/140

Quantity540.96

Rate-

Amount -

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 Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).

Quantity-

Rate-

Amount -

Km. 0/0 - 1/0

Quantity3844.54

Rate-

Amount -

Km. 1/0 - 2/0

Quantity3811.91

Rate-

Amount -

Km. 2/0 -3/00

Quantity3799.99

Rate-

Amount -

Km. 3/00 - 3/140

Quantity553.71

Rate-

Amount -

Providing, laying and rolling of Close-Graded Premix surfacing material of 25 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 [MIX SEAL SURFACING].

Quantity-

Rate-

Amount -

Km. 0/0 - 1/0

Quantity3844.54

Rate-

Amount -

Km. 1/0 - 2/0

Quantity3811.91

Rate-

Amount -

Km. 2/0 -3/00

Quantity3799.99

Rate-

Amount -

Km. 3/00 - 3/140

Quantity553.71

Rate-

Amount -

NEW TECHNOLOGY [RBI]

Quantity-

Rate-

Amount -

Providing, Laying and Spreading Base Course on a prepared surface, including mixing of 50% 22.4 mm Down Aggregate, 50% Stone Dust and 2.5% RBI -81 by mix in place with rotavator and grading with motor grader and compacting with 8-10 tonne Vibratory Compactor at OMC to the desired density as per specifications MoRTH 403.

Quantity-

Rate-

Amount -

Km. 0/1 - 1/0

Quantity340.13

Rate-

Amount -

Km. 1/0 - 2/0

Quantity377.89

Rate-

Amount -

Km. 2/0 -3/00

Quantity375.22

Rate-

Amount -

Km. 3/00 - 3/140

Quantity54.09

Rate-

Amount -

Name of Sub Work: Construction of 1.50 mSpan RCC Slab Culvert at Ch 372

Quantity-

Rate-

Amount -

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.

Quantity-

Rate-

Amount -

Cut Stone Slab at : 372

Quantity-

Rate-

Amount -

Removal of Deck, Abutment & Wings

Quantity8.89

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 sides and bottom and backfilling in trenches with excavated suitable material.

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity110.32

Rate-

Amount -

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity9.74

Rate-

Amount -

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity12.98

Rate-

Amount -

Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity64

Rate-

Amount -

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity40.62

Rate-

Amount -

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity4.48

Rate-

Amount -

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity4.41

Rate-

Amount -

Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity0.47

Rate-

Amount -

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity20

Rate-

Amount -

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity6

Rate-

Amount -

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

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity12

Rate-

Amount -

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch. 372

Quantity12.7

Rate-

Amount -

Name of Sub Work: Construction of 1.50 mSpan RCC Slab Culvert at Ch 558,711

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Pipe culvert at : Ch 558,711

Quantity-

Rate-

Amount -

Removal of Pipes Ch 558

Quantity7.5

Rate-

Amount -

Removal of Body wall

Quantity1.16

Rate-

Amount -

Removal of Pipes Ch 711

Quantity7.5

Rate-

Amount -

Removal of Body wall

Quantity1.16

Rate-

Amount -

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity89.87

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity89.87

Rate-

Amount -

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity7.93

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity7.93

Rate-

Amount -

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity10.57

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity10.57

Rate-

Amount -

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity51.12

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity51.12

Rate-

Amount -

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity29.12

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity29.12

Rate-

Amount -

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity3.36

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity3.36

Rate-

Amount -

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity3.31

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity3.31

Rate-

Amount -

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity0.35

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity0.35

Rate-

Amount -

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity15

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity15

Rate-

Amount -

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity4.5

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity4.5

Rate-

Amount -

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity12

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity12

Rate-

Amount -

Quantity-

Rate-

Amount -

1.5 m Culvert @ Ch.558

Quantity9.25

Rate-

Amount -

1.5 m Culvert @ Ch.711

Quantity9.25

Rate-

Amount -

Name of Sub Work: Construction of 2.0 mSpan RCC Slab Culvert at Ch 3126

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Slab culvert at : 3126

Quantity-

Rate-

Amount -

Removal of Deck

Quantity3.6

Rate-

Amount -

Removal of Abutment & Wings

Quantity12.75

Rate-

Amount -

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity91.39

Rate-

Amount -

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity8.07

Rate-

Amount -

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity10.75

Rate-

Amount -

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity52.34

Rate-

Amount -

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity33.75

Rate-

Amount -

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity3.54

Rate-

Amount -

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity4.68

Rate-

Amount -

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity0.48

Rate-

Amount -

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity15

Rate-

Amount -

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity4.5

Rate-

Amount -

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity12

Rate-

Amount -

Quantity-

Rate-

Amount -

2.0 m Culvert @ Ch.3126

Quantity9.25

Rate-

Amount -

Name of Sub Work: Construction of 3.0 0 mSpan RCC Slab Culvert at Ch 1140

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Slab culvert at : 1140

Quantity-

Rate-

Amount -

Removal of Deck

Quantity6.75

Rate-

Amount -

Removal of Abutment & Wings

Quantity12.75

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity91.61

Rate-

Amount -

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity8.09

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity10.78

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity52.52

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity34.66

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity3.9

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity8.1

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity0.88

Rate-

Amount -

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity15

Rate-

Amount -

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity4.5

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity12

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1140

Quantity9.25

Rate-

Amount -

Name of Sub Work: Construction of 3.0 0 mSpan RCC Slab Culvert at Ch 1560

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Slab culvert at : 1560

Quantity-

Rate-

Amount -

Removal of Deck

Quantity6.75

Rate-

Amount -

Removal of Abutment & Wings

Quantity19.13

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity91.61

Rate-

Amount -

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity8.09

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity10.78

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity52.52

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity34.66

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity3.9

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity8.1

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity0.88

Rate-

Amount -

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity15

Rate-

Amount -

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity4.5

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity12

Rate-

Amount -

Quantity-

Rate-

Amount -

3.0 m Culvert @ Ch. 1560

Quantity9.25

Rate-

Amount -

Provision of Rumble Strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.

Quantity-

Rate-

Amount -

Km. 0/0 - 1/0

Quantity2.25

Rate-

Amount -

Km. 1/0 - 2/0

Quantity1.69

Rate-

Amount -

Km. 2/0 -3/00

Quantity1.69

Rate-

Amount -

Km. 3/00 - 3/140

Quantity1.13

Rate-

Amount -

Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface

Quantity538

Rate-

Amount -

Provision for Road Marker/ Road stud with lens Reflector

Quantity120

Rate-

Amount -

Provision for Name Board

Quantity1

Rate-

Amount -

Provision for PMGSY Logo Board

Quantity3

Rate-

Amount -

Provision for Sign Board (1 curve =2Nos)

Quantity24

Rate-

Amount -

Provision for Chevron Sign Octogan Board (90cm)

Quantity2

Rate-

Amount -

Provision for 60 cm Circle(Mandatory Sign Baoard)

Quantity4

Rate-

Amount -

Metal Bracketted with IX prismatic reflective sheet

Quantity28

Rate-

Amount -

Provision for Citizen Information Board

Quantity1

Rate-

Amount -

Provision for Maintenance Board

Quantity1

Rate-

Amount -

Provision for KM Stone

Quantity3

Rate-

Amount -

Provision for HM Stone

Quantity12

Rate-

Amount -

Name of Work : Upgradation of MRL 09 -A.V.Road to Jayanaiyakkanpatty Road Km. 0/000 -4/600

Quantity-

Rate-

Amount -

Towards the charges for routine maintenance of the road work executed under Bharat Nirman including dressing of bermsby refilling the gully with form berms, desilting of side drains and CD works , Whitewashing guardstones, painting of KM & HM stones,Parapets, cutting of breaches of trees, refixing displaced guard stones , caution boards, speed limit boards etc with the periodiocity for the above actitvities as prescribed in IRC SP 20-2002 and as directed by the departmental officers except for the constructional defects which has to be rectiufied by the contractor at his own cost.

Quantity-

Rate-

Amount -

For the second six months from the date of completion of work

Quantity3.14

Rate-

Amount -

For the second year from the date of completion of work

Quantity3.14

Rate-

Amount -

For the third year from the date of completion of work

Quantity3.14

Rate-

Amount -

For the fourth year from the date of completion of work

Quantity3.14

Rate-

Amount -

For the fifth year from the date of completion of work

Quantity3.14

Rate-

Amount -

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

Quantity1

Rate-

Amount -

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Rural Development And Panchayat Raj Department Tender

Rural Development And Panchayat Raj Department - PMGSY Tender

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