Salem District - Veerapandi Block T01-Maramangathupatty to Keerapappampadi Road (Via) Malaiyanur at PMGSY III 2023-2024 - Batch - I TN15-255.

Amount

T 01 Maramangalathupatty to keerapappampady via Malaiyur Km. 4/200 - 7/950

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.

Excavation for road work in soil with hydraulic excavator of 9.0 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 1.5 m and lead upto 1000m as per technical specification clause 302.3 (cutting)

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)

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 (Carted Earth)

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

60CM Circular (Mandatory) 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)

Guard stone

Sub Estimates for CC Pavement

Construction of single Row pipe culvert at ch. 4491m

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.

Removal of pipes @ ch.4491m

Removal of Body wall @ ch.4491m

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.4491

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.

Culvert @ ch.4491

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.4491

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.4491

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.4491

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.

Culvert @ Ch.4491

Providing and Laying reinforced Cement Concrete pipe NP3 for Culverts on first 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

Culvert @ 0/400

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).

Culvert @ 0/400

Construction of 2.0 m RCC Slab culvert 4/0-5/0

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.

Culvert @ 4/570

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.

Culvert @ 4/570

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 @ 4/570

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 @ 4/570

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 @ 4/570

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)

Culvert @ 4/570

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 @ 4/570

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

Culvert @ 4/570

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

Culvert @ 4/570

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

Culvert @ 4/570

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 @ 4/570

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

Culvert @ 4/570

Protective work km 4/0-5/0

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.4216m

Protective wall @ Ch.4280m

Protective wall @ Ch.4370m

Protective wall @ Ch.4403m

Protective wall @ Ch.4638

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.

Protective wall @ Ch.4216m

Protective wall @ Ch.4280m

Protective wall @ Ch.4370m

Protective wall @ Ch.4403m

Protective wall @ Ch.4638

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 wall @ Ch.4216m

Protective wall @ Ch.4280m

Protective wall @ Ch.4370m

Protective wall @ Ch.4403m

Protective wall @ Ch.4638

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 wall @ Ch.4216m

Protective wall @ Ch.4280m

Protective wall @ Ch.4370m

Protective wall @ Ch.4403m

Protective wall @ Ch.4638

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 wall @ Ch.4216m

Protective wall @ Ch.4280m

Protective wall @ Ch.4370m

Protective wall @ Ch.4403m

Protective wall @ Ch.4638

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.4216m

Protective wall @ Ch.4280m

Protective wall @ Ch.4370m

Protective wall @ Ch.4403m

Protective wall @ Ch.4638

Protective work km 5/0-6/0

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.5380m

Protective wall @ Ch.5460m

Protective wall @ Ch.5570m

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.

Protective wall @ Ch.5380m

Protective wall @ Ch.5460m

Protective wall @ Ch.5570m

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 wall @ Ch.5380m

Protective wall @ Ch.5460m

Protective wall @ Ch.5570m

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 wall @ Ch.5380m

Protective wall @ Ch.5460m

Protective wall @ Ch.5570m

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 wall @ Ch.5380m

Protective wall @ Ch.5460m

Protective wall @ Ch.5570m

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.5380m

Protective wall @ Ch.5460m

Protective wall @ Ch.5570m

Protective work km 6/0-7/0

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.6810

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.

Protective wall @ ch.6810

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 wall @ ch.6810

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 wall @ ch.6810

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 wall @ ch.6810

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.6810

Protective work km 7/0-8/0

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.7180m

Protective wall @ ch.7205m

Protective wall @ ch.7350m

Protective wall @ ch.7730m

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.

Protective wall @ ch.7180m

Protective wall @ ch.7205m

Protective wall @ ch.7350m

Protective wall @ ch.7730m

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 wall @ ch.7180m

Protective wall @ ch.7205m

Protective wall @ ch.7350m

Protective wall @ ch.7730m

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 wall @ ch.7180m

Protective wall @ ch.7205m

Protective wall @ ch.7350m

Protective wall @ ch.7730m

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 wall @ ch.7180m

Protective wall @ ch.7205m

Protective wall @ ch.7350m

Protective wall @ ch.7730m

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.7180m

Protective wall @ ch.7205m

Protective wall @ ch.7350m

Protective wall @ ch.7730m

Providing for side drain at 6050m

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.

Side drain @ ch.6050m

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.

Side drain @ ch.6050m

Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers., compacting etc., complete complying with standard specifications as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed.

Side drain @ ch.6050m

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)

R Subramanian