Up gradation of 1 road in Thuraiyur Block under PMGSY III 2021-22 Batch I in Tiruchirappalli District Package No.TN22185.

Amount

MRL03-Kinathur to Ramanathapuram via Nesakulam Km 0/0-5/0 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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)'Km : 0/000 - 5/000

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.'Km : 0/000 - 5/000

Excavation for Road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification Clause 302.3'Km. 0/0 - 1/0

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 (Filling with Cut Earth)'Km. 0/0 - 1/0

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'Km. 0/0 - 1/0

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)'Km. 0/0 - 1/0

Construction of Gravel/Soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 Grading III (GSB)'Km. 0/0 - 1/0

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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (Grading II)'Km. 0/0 - 1/0

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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (Grading III)'Km. 0/0 - 1/0

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'Km. 0/0 - 1/0

Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. using mechanical means Nominal chipping size 13.2mm 'Km. 0/0 - 1/0

Nominal chipping size 9.5mm 'Km. 0/0 - 1/0

Construction of Gravel/Soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 Grading III Core Wall @ Ch. 4600 - 4750

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. (DRY LEAN CONCRETE) Core Wall @ Ch. 4600 - 4750

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(PQC) Core Wall @ Ch. 4600 - 4750

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 km 0/0 - 1/0

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. 1.5mCulvert @ Ch. 1460, ,

1.5mCulvert @ Ch. 2435, 2960,

1.5mCulvert @ Ch. 4130, 4835,

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. 1.5mCulvert @ Ch. 1460, ,

1.5mCulvert @ Ch. 2435, 2960,

1.5mCulvert @ Ch. 4130, 4835,

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 1.5mCulvert @ Ch. 1460, ,

1.5mCulvert @ Ch. 2435, 2960,

1.5mCulvert @ Ch. 4130, 4835,

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 STEM as 10% Rate for Centering Works 1.5mCulvert @ Ch. 1460, ,

1.5mCulvert @ Ch. 2435, 2960,

1.5mCulvert @ Ch. 4130, 4835,

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. 1.5mCulvert @ Ch. 1460, ,

1.5mCulvert @ Ch. 2435, 2960,

1.5mCulvert @ Ch. 4130, 4835,

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. 1.5mCulvert @ Ch. 1460, ,

1.5mCulvert @ Ch. 2435, 2960,

1.5mCulvert @ Ch. 4130, 4835,

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. 1.5mCulvert @ Ch. 1460, ,

1.5mCulvert @ Ch. 2435, 2960,

1.5mCulvert @ Ch. 4130, 4835,

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab 1.5mCulvert @ Ch. 1460, ,

1.5mCulvert @ Ch. 2435, 2960,

1.5mCulvert @ Ch. 4130, 4835,

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab 1.5mCulvert @ Ch. 1460, ,

1.5mCulvert @ Ch. 2435, 2960,

1.5mCulvert @ Ch. 4130, 4835,

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 1.5mCulvert @ Ch. 1460, ,

1.5mCulvert @ Ch. 2435, 2960,

1.5mCulvert @ Ch. 4130, 4835,

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. 1.5mCulvert @ Ch. 1460, ,

1.5mCulvert @ Ch. 2435, 2960,

1.5mCulvert @ Ch. 4130, 4835,

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.Slab culvert at : 940 Removal of Deck

Removal of Abutment & Wings

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. 3.0m Culvert @ Ch. 940,,

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering. 3.0m Culvert @ Ch. 940,,

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 3.0m Culvert @ Ch. 940,,

Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Stem as10% Rate for Centering Works 3.0m Culvert @ Ch. 940,,

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. 3.0m Culvert @ Ch. 940,,

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. 3.0m Culvert @ Ch. 940,,

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. 3.0m Culvert @ Ch. 940,,

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab 3.0m Culvert @ Ch. 940,,

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab 3.0m Culvert @ Ch. 940,,

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 3.0m Culvert @ Ch. 940,,

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. 3.0m Culvert @ Ch. 940,,

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.Protective works@ Ch.640 - 670 LHS (1.5)

Protective works@ Ch.935 - 961 LHS (1.2)

Protective works@ Ch.920 - 971 RHS (1.2)

Protective works@ Ch.1140 - 1180 RHS (1.5)

Protective works@ Ch.1200 - 1230 RHS (1.8)

Protective works@ Ch.1785 - 1815 RHS (2.0)

Protective works@ Ch.2430 - 2461 RHS (2.0)

Protective works@ Ch.2825 - 2905 RHS (2.0)

Protective works@ Ch.3320 - 3450 RHS (1.5)

Protective works@ Ch.3740 - 3860 RHS (1.5)

Protective works@ Ch.4060 - 4130 RHS (1.2)

Protective works@ Ch.4470 - 4525 RHS (1.5)

Protective works@ Ch.4785 - 4805 RHS (1.5)

Protective works@ Ch.4910 - 4925 RHS (1.5)

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.Protective works@ Ch.640 - 670 LHS (1.5)

Protective works@ Ch.935 - 961 LHS (1.2)

Protective works@ Ch.920 - 971 RHS (1.2)

Protective works@ Ch.1140 - 1180 RHS (1.5)

Protective works@ Ch.1200 - 1230 RHS (1.8)

Protective works@ Ch.1785 - 1815 RHS (2.0)

Protective works@ Ch.2430 - 2461 RHS (2.0)

Protective works@ Ch.2825 - 2905 RHS (2.0)

Protective works@ Ch.3320 - 3450 RHS (1.5)

Protective works@ Ch.3740 - 3860 RHS (1.5)

Protective works@ Ch.4060 - 4130 RHS (1.2)

Protective works@ Ch.4470 - 4525 RHS (1.5)

Protective works@ Ch.4785 - 4805 RHS (1.5)

Protective works@ Ch.4910 - 4925 RHS (1.5)

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 WorksProtective works@ Ch.640 - 670 LHS (1.5)

Protective works@ Ch.935 - 961 LHS (1.2)

Protective works@ Ch.920 - 971 RHS (1.2)

Protective works@ Ch.1140 - 1180 RHS (1.5)

Protective works@ Ch.1200 - 1230 RHS (1.8)

Protective works@ Ch.1785 - 1815 RHS (2.0)

Protective works@ Ch.2430 - 2461 RHS (2.0)

Protective works@ Ch.2825 - 2905 RHS (2.0)

Protective works@ Ch.3320 - 3450 RHS (1.5)

Protective works@ Ch.3740 - 3860 RHS (1.5)

Protective works@ Ch.4060 - 4130 RHS (1.2)

Protective works@ Ch.4470 - 4525 RHS (1.5)

Protective works@ Ch.4785 - 4805 RHS (1.5)

Protective works@ Ch.4910 - 4925 RHS (1.5)

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 Sub - Structure as 10% Rate for Centering Works Protective works@ Ch.640 - 670 LHS (1.5)

Protective works@ Ch.935 - 961 LHS (1.2)

Protective works@ Ch.920 - 971 RHS (1.2)

Protective works@ Ch.1140 - 1180 RHS (1.5)

Protective works@ Ch.1200 - 1230 RHS (1.8)

Protective works@ Ch.1785 - 1815 RHS (2.0)

Protective works@ Ch.2430 - 2461 RHS (2.0)

Protective works@ Ch.2825 - 2905 RHS (2.0)

Protective works@ Ch.3320 - 3450 RHS (1.5)

Protective works@ Ch.3740 - 3860 RHS (1.5)

Protective works@ Ch.4060 - 4130 RHS (1.2)

Protective works@ Ch.4470 - 4525 RHS (1.5)

Protective works@ Ch.4785 - 4805 RHS (1.5)

Protective works@ Ch.4910 - 4925 RHS (1.5)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, RETURN 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 drawingProtective works@ Ch.640 - 670 LHS (1.5)

Protective works@ Ch.935 - 961 LHS (1.2)

Protective works@ Ch.920 - 971 RHS (1.2)

Protective works@ Ch.1140 - 1180 RHS (1.5)

Protective works@ Ch.1200 - 1230 RHS (1.8)

Protective works@ Ch.1785 - 1815 RHS (2.0)

Protective works@ Ch.2430 - 2461 RHS (2.0)

Protective works@ Ch.2825 - 2905 RHS (2.0)

Protective works@ Ch.3320 - 3450 RHS (1.5)

Protective works@ Ch.3740 - 3860 RHS (1.5)

Protective works@ Ch.4060 - 4130 RHS (1.2)

Protective works@ Ch.4470 - 4525 RHS (1.5)

Protective works@ Ch.4785 - 4805 RHS (1.5)

Protective works@ Ch.4910 - 4925 RHS (1.5)

Provision for Name Board

Provission for PMGSY Logo Board

Provission for Sign Board (1 Curve=2nos)

Provission for Chevron sign octogan Board 90CM

Provission for Mandatory sign board

Provision for Reflector

Provision for Citizen Board

Provision for MaintanenceBoard

Provision for KM Stone

Provision for HM Stone

Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost For the First Year from the date of completion of work

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

SARAVANAN K