1 road work at Kolli Hills Block in Namakkal District under PMGSY III Batch I Package No.TN 10-148

Amount

T06-Mettuvilaram To Pinnampatty Via Vendalapadi

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.

BITUMINOUS MACADAM

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 lead of 1000m 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.

BITUMINOUS CONCRETE

Providing and laying bituminoua concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects

Provision of Rumble strips with premix Bituminous carpet

Provision of 15 nos. 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 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 'Maintenance information Board' of PMGSY Project

Providing and fixing of cautionary, mandatory and informatory sign board

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 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc Complete including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801)

90 Cm Equilateral triangle (Cautionary) sign Board

60 Cm Circular (Mandatory) sign Board

Chevron Signs 90 cm Octagon (stop sign)

Reflector

Road Marking with hot applied hermoplastc 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

(ii) Ordinary Kilometer Stone (Precast)

(iii) 200 m stone (precast)

(iv) Guard Stone

Construction Of Retainning 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.661 - 753 (RIGHT Side)

Ch.1100 - 1177 (LEFT Side)

Ch.1624 - 1753 (RIGHT Side)

Ch.1950 - 1972 (RIGHT Side)

Ch.2075 - 2201 (LEFT Side)

Ch.2200 - 2284 (RIGHT Side)

Ch.3257 - 3356 (LEFT Side)

Ch.3462 - 3508 (RIGHT 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.661 - 753 (RIGHT Side)

Ch.1100 - 1177 (LEFT Side)

Ch.1624 - 1753 (RIGHT Side)

Ch.1950 - 1972 (RIGHT Side)

Ch.2075 - 2201 (LEFT Side)

Ch.2200 - 2284 (RIGHT Side)

Ch.3257 - 3356 (LEFT Side)

Ch.3462 - 3508 (RIGHT 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.661 - 753 (RIGHT Side)

Ch.1100 - 1177 (LEFT Side)

Ch.1624 - 1753 (RIGHT Side)

Ch.1950 - 1972 (RIGHT Side)

Ch.2075 - 2201 (LEFT Side)

Ch.2200 - 2284 (RIGHT Side)

Ch.3257 - 3356 (LEFT Side)

Ch.3462 - 3508 (RIGHT 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.661 - 753 (RIGHT Side)

Ch.1100 - 1177 (LEFT Side)

Ch.1624 - 1753 (RIGHT Side)

Ch.1950 - 1972 (RIGHT Side)

Ch.2075 - 2201 (LEFT Side)

Ch.2200 - 2284 (RIGHT Side)

Ch.3257 - 3356 (LEFT Side)

Ch.3462 - 3508 (RIGHT 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.661 - 753 (RIGHT Side)

Ch.1100 - 1177 (LEFT Side)

Ch.1624 - 1753 (RIGHT Side)

Ch.1950 - 1972 (RIGHT Side)

Ch.2075 - 2201 (LEFT Side)

Ch.2200 - 2284 (RIGHT Side)

Ch.3257 - 3356 (LEFT Side)

Ch.3462 - 3508 (RIGHT 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.661 - 753 (RIGHT Side)

Ch.1100 - 1177 (LEFT Side)

Ch.1624 - 1753 (RIGHT Side)

Ch.1950 - 1972 (RIGHT Side)

Ch.2075 - 2201 (LEFT Side)

Ch.2200 - 2284 (RIGHT Side)

Ch.3257 - 3356 (LEFT Side)

Ch.3462 - 3508 (RIGHT Side)

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

Ch.661 - 753 (RIGHT Side)

Ch.1100 - 1177 (LEFT Side)

Ch.1624 - 1753 (RIGHT Side)

Ch.1950 - 1972 (RIGHT Side)

Ch.2075 - 2201 (LEFT Side)

Ch.2200 - 2284 (RIGHT Side)

Ch.3257 - 3356 (LEFT Side)

Ch.3462 - 3508 (RIGHT Side)

1.5 RCC Slab Culvert at CH 1520

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.

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.

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.

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)

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)

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. (20mm Metal)

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.

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.

Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical Specification.

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

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

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.

1.5 RCC Slab Culvert at CH 2780

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.

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.

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.

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)

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)

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. (20mm Metal)

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.

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.

Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical Specification.

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

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

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.

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