Dharmapuri District - Up gradation of roadMRL30-NH 44 to Nallampalli (via) Periyaveetukottai, Balajangamanahalli in Package No. TN04- 214 Nallampalli Block P214

Amount

Upgradation of the road from MRL -30 NH44 to Nallampalli via Periyaveettukottai Irusankottai Balajangamanahalli Goonmarikottai km 0/0-2/950

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.

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.

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.( Filling - Carted Earth)

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)

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

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

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 surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of Open-Graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

Providing and laying Seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint. Rumble Strips = 3 X 3.75 X 0.25 = 2.81

Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising 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 etc complete as per MORTH&H specification No.803

1.50 m Span Culvert @ Ch.1/380 m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

1.50 m Span Culvert @ Ch.1/380 m

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.

1.50 m Span Culvert @ Ch.1/380 m

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.

1.50 m Span Culvert @ Ch.1/380 m Below Sill

1.50 m Span Culvert @ Ch.1/380 m Above Sill

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.

1.50 m Span Culvert @ Ch.1/380 m

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

1.50 m Span Culvert @ Ch.1/380 m

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.

1.50 m Span Culvert @ Ch.1/380 m

Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

1.50 m Span Culvert @ Ch.1/380 m

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

1.50 m Span Culvert @ Ch.1/380 m

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

1.50 m Span Culvert @ Ch.1/380 m

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.

1.50 m Span Culvert @ Ch.1/380 m

Protective Work at Km.0/0-1/0

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Protective Works Km 0/680 to 0/710 LHS & Protective Works Km 0/710 to 0/730 RHS

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 Km 0/680 to 0/710 LHS & Protective Works Km 0/710 to 0/730 RHS

Cement concrete 1 : 2 : 4 mix using 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. Below Ground level Footing

Protective Works Km 0/680 to 0/710 LHS & Protective Works Km 0/710 to 0/730 RHS

Cement concrete 1 : 2 : 4 mix using 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. Above Ground level Body wall

Protective Works Km 0/680 to 0/710 LHS & Protective Works Km 0/710 to 0/730 RHS

Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, 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 coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7

Protective Works Km 0/680 to 0/710 LHS & Protective Works Km 0/710 to 0/730 RHS

Protective Work at Km.1/0-2/0

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Protective Works Km 1/710 to 1/790 LHS & Protective Works Km 1/760 to 1/780 RHS

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 Km 1/710 to 1/790 LHS & Protective Works Km 1/760 to 1/780 RHS

Cement concrete 1 : 2 : 4 mix using 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. Below Ground level Footing

Protective Works Km 1/710 to 1/790 LHS & Protective Works Km 1/760 to 1/780 RHS

Cement concrete 1 : 2 : 4 mix using 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. Above Ground level Body wall

Protective Works Km 1/710 to 1/790 LHS & Protective Works Km 1/760 to 1/780 RHS

Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, 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 coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7

Protective Works Km 1/710 to 1/790 LHS & Protective Works Km 1/760 to 1/780 RHS

Protective Work at Km.2/0-3/0

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Protective Works Km 2/150 to 2/210 RHS & Protective Works Km 2/230 to 2/260 RHS

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 Km 2/150 to 2/210 RHS & Protective Works Km 2/230 to 2/260 RHS

Cement concrete 1 : 2 : 4 mix using 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. Below Ground level Footing

Protective Works Km 2/150 to 2/210 RHS & Protective Works Km 2/230 to 2/260 RHS

Cement concrete 1 : 2 : 4 mix using 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. Above Ground level Body wall

Protective Works Km 2/150 to 2/210 RHS & Protective Works Km 2/230 to 2/260 RHS

Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, 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 coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7

Protective Works Km 2/150 to 2/210 RHS & Protective Works Km 2/230 to 2/260 RHS

Providing and Fixing 'Logo' of PMGSY project

Providing and Fixing Name Board project

Providing and Fixing 'Citizen information Board' of PMGSY project

Providing and fixing 'Maintanence information Board' of PMGSY Project

90CM Equilateral Trainagle (Cautinary) Sign Board

60CM Circular (Mandatory) Sign Board

Chevron Signs 90Cm Octagon (Curves)

Reflector

KM Stone

HM Stone

Guard Stone

Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)

For 1st year

For 2nd year

For 3rd Year

For 4th Year

For 5th Year

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)

SRI RAM CONSTRUCTION