Salem District - Tharamangalam Block - MRL30 Chinnappampatty Road To Kuttakattanur Mottupatty Pumschool Via Vanichampatty, Thoppalampatty at PMGSY III 2023-2024 - Batch - I TN15-247

Amount

1) MRL-30 Chinnappampatty road to kuttakattanur mottupatty PUM school via vanichampatty, Thoppalampatty KM 0/0-4/234

Clearing and grubbing road land including uprooting wild vegetation,grass ,bushes, shrubs, saplings and trees of girth upto 300mm, 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 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD 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 embankment with approved materials obtained from Borrow pits with a lift upto 1.5m transporting to site, spreading, grading to requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of embankment using tractor 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 layer spreading and compacting graded stone aggregate to wet mix macadam specifaction inculding premixing the material with water at OMC in mechanical mixer Pug mill carring 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 100 KN weight to achieve the desired density inculding lighting.

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 - 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 502.

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. (Using Waste Plastic 6%)

Mix Seal Surfacing Using Waste Plastic:-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 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

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

Providing and fixing Name board

Providing and Fixing 'Logo' of PMGSY Project

Providing and Fixing 'Citizen information Board' of PMGSY Project

Providing and Fixing 'Maintenance information Board' of PMGSY Project

Providing and fixing of Retro Reflectorised Cautionary , Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5mm thick Aluminium Sheet fixed on back support Frame of 25mm x 25mm x 3mm 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 45cm x 45cm x 60cm below Ground level etc complete including 7 Years warrenty for the Retro Reflective Sheeting as per Clause 6.9 of IRC 67 - 2010 Specification ( as per MORTH & Speccification no : 801 )

90CM Equilateral Trainagle (Cautinary) Sign Board

chevron sign 90cm octogon

Reflector

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

(ii) Ordinary Kilometer Stone (Precast)

(iii) 200 m stone (precast)

Sub Estimates for CC Pavement

Protective work 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 wall @ ch.2385m

Cement concrete 1 : 2.5 : 5 mix using M15 Grade HBG metal , 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 foundation

Protective wall @ ch.2385m

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

Below Ground level Footing Protective wall @ ch.2385m

Above Ground level Footing Protective wall @ ch.2385m

Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

Protective wall @ ch.2385m

Protective work km 3/0-4/0

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 wall @ ch.3150m

Cement concrete 1 : 2.5 : 5 mix using M15 Grade HBG metal , 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 foundation

Protective wall @ ch.3150m

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

Below Ground level Footing Protective wall @ ch.3150m

Above Ground level Footing Protective wall @ ch.3150m

Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

Protective wall @ ch.3150m

Construction of 5.0 m RCC Slab culvert ch.955

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.

Culvert @ ch.955m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

Culvert @ ch.955m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Below sill

Culvert @ ch.955m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Below sill.(Above Sill Level)

Culvert @ ch.955m

Supplying, Fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

Culvert @ ch.955m

Providing and laying Concrete for Reinforced Concrete in Super structure complete as per drawings and MORD technical specification Clauses 800,1205.4 & 1205.5 (RCC M25)

Culvert @ ch.955m

Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

Culvert @ ch.955m

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Culvert @ ch.955m

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

Culvert @ ch.955m

Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

Culvert @ ch.955m

Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2

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)

RM and Company