1 road work at Mallasamudram Block in Namakkal District under PMGSY III Batch I Package No.TN 10-153

Amount

T01 Morepalayam Elachipalayam Road to Karumanur Ar Colony (via) Panakadu

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.

Picking BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000m as per Technical spceification clause 301.4

Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m Excavation for road work with hydraulsic excavator of 0.9 cum bucket capacity including cuting and loading in tippers, trimming bottom and side slopes in accordance with requirments of lines, grades and cross- sections, and transporting to the embankment location with a lift upto 1.50 m and lead upto 1000m as per technical specification clause 302.3

Construction of embankment with Material obtained from Road way cutting Construction of Embankment with approved materials deposited at site from road way cuting and excavation from Drain and foundation of other structures graded and compacted to meet requirement of table 300.1 and 300.2 as per MORD Technical specifiation clause 301.5 (Filling with cut Earth)

Construciton 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 reaquirement of table 300.2 with lead upto 1000 m as per technical specifation clause 303.1(using borrow pit earth)

Gravel shoulder - Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundatoin of other structures graded and compacted to meet reauirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Gravel shoulder)

Wet Mix Macadam - Providing, laying, spreading and compacting graded stone agreegate to wet mix macadam spcification including premixing the material with water at OMC in machanical mixer (pug mill) etc.

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 502.

Premix carpet 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.

SEAL COAT 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, 15-20 mm hight at centre 250mm wide placed at 1m centre-to centre at approved locations to control speed, marked with white strips of road marking paint

Providing and fixing Name Board

Providing and Fixing Logo of PMGSY Project

Providing and Fixing Citizen information Board of PMGSY Project

Providing and fixing of Maintenance Board

Providing and fixing cautionary mondatory and informatory sign board

90cm Equilateral triangle (Cautionary) sign board

60cm circular (Mandatory) sign board

Chevron signs 90cm octagon (curves)

Reflector

Road Marking with hot applied thermoplastc Compound with Reflectorising Glass Beads on Bituminous Surface

Kilometre Stone - 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 (III) 200 m stone (Precast)

i) Ordinary Kilometer stone (Precost)

ii) 200 m stone (precast)

iii) Guard stone (precast)

Drain

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and technical specification Clauses 802,803,1202 & 1203

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and technical specification Clauses 802,803,1202 & 1203

Retaining Wall

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

CH 643-741(LHS Side)

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.

CH 643-741(LHS Side)

Cement concrete 1:2.5:5 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.

CH 643-741(LHS Side)

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 Sill)

CH 643-741(LHS Side)

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 Sill)

CH 643-741(LHS Side)

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

CH 643-741(LHS Side)

Filter media behind abutment, wing wall and return wall complete as per drawing and Technical Specification

CH 643-741(LHS Side)

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)

MSV construction