Tirupathur District PMGSY III Batch I 2020 - 21 Improvement of Road from MRL69-Thumberi -Diguvapalayam Via Jamankollai Km 3/4 - 5/6, Natrampalli Block, Package No TN26154

Amount

MRL 69 - Thumberi - Diguvapalayam Via Jamankollai Km 3/400 - 5/600

Clearing and grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, 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 150mm in thickness as per MORD Technical Specification Clause 201.in Area Non Thorny Jungle.

Scarifying the existing bituminous road surface to depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as pwr technical specification clause 301.4 KM 3/400 - 5/600

Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m. Excavation for roadwork in soil with hydraulic excavator of 0.9 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 1.5m and lead upto 1000m as per Technical Specification Clause 302.3.

Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Filling with cut Earth )

Construction of embankment 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 1000m as per Technical Specification Clause 303.1

Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Gravel Shoulder)

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MORD Technical Specification Clause 405(Grade - II).

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Technical Specification Clause 405.(Grading III )

Providing and applying Primer Coat with bitumen emulsion (SS –I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-0.10kg/ sqm using mechanical means as per MORD 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 prime & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503.

Providing, laying and rolling of Open Graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 3 wheel 80-100KN static roller capacity, finished to required level and grades, to be followed by seal coat of Type-A as per MORD 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 as per MORD Technical Specification Clause 510.

PREMIX CARPET USING CMR BIT PLAST Providing, laying and rolling of Open Graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 3 wheel 80-100KN static roller capacity, finished to required level and grades, to be followed by seal coat of Type-A as per MORD Technical Specification Clause 508.

SEAL COAT USING CMR BIT PLAST Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-A as per MORD Technical Specification Clause 510.

provision of 15 nos rumble strips covered with premix bituminous carpet ,15 -20 mm high at center ,250 mm wide placed at 1m center to -center at approved location to control, 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 maintainance information board of PMGSY project

providing and fixing of Retro reflectorised cautionary ,mandatory signs,with defination plate made out of high intensity grade prismatic sheeting conforming to IRC -67:2010 & ASTM D 4956-09 , Types IV specification and fixing over 1.5 mm thick aluminium sheet fixed on back support frame of 25 mm x25mmx3 mm mild steel angle and supported on the mild steel angle iron 75 mm x75 mm x 6mm firmly fixed to the ground by means properly designed foundation with M 15 grade cement concrete 45 cm x45 cm x60 cm below ground level ect 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 trainagle ( cautionary ) sign board

60 cm circular ( mandatory ) sign board

chevron sign 90 cm

Reflector

Road marking with hot applied thermoplastic compound with reflectorising glass beard on bituminous surface 3/400 - 5/600

Kilometer Stone Reinforced Cement Concrete M15 grade kilometer 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) 200m Stone (pre-cast)(HM stone)

iv ) Guard stone

Construction of 1.5 m Span Culvert CH 4000

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supply and filling with foundation and Basement with filling sand in layer not more than 15 cm thick well ramed ,water and compated complete complying with stanard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2.5:5)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Below Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:1.5:3 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:1.5:3)

Supply and Fabricating and placing in position MS Steel or Ribbed Tor Steel for all Reinforcement Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with satndard specification.

Providing and fixing 20 mm thick Compressible fiber Board in expansion joint complete asper drawing and MORD technical specification

Providing and fixing Tar Paper for bearing between Bed Block and Deck Slab

Providing Wheepholes in brick mason/stone masonry palin/reinforced concrete abutment ,wing wall ,return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V) " 20 (H) towards drawing face complete asper drawing and technical specification clauses 614,709,1204.3.7

Gravel filling between body wall cost and onveyance of gravel labour for filling , watering and compacting etc.,

Construction of Retaning Wall

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

Ch 3850 - 3950 Right Side

Ch 4490 - 4580 Right Side

Ch 4630 - 4700 Right Side

supply and filling with foundation and Basement with filling sand in layer not more than 15 cm thick well ramed ,water and compated complete complying with stanard specification

Ch 3850 - 3950 Right Side

Ch 4490 - 4580 Right Side

Ch 4630 - 4700 Right Side

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2.5:5)

Ch 3850 - 3950 Right Side

Ch 4490 - 4580 Right Side

Ch 4630 - 4700 Right Side

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Below Sill

Ch 3850 - 3950 Right Side

Ch 4490 - 4580 Right Side

Ch 4630 - 4700 Right Side

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

Ch 3850 - 3950 Right Side

Ch 4490 - 4580 Right Side

Ch 4630 - 4700 Right Side

providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7

Ch 3850 - 3950 Right Side

Ch 4490 - 4580 Right Side

Ch 4630 - 4700 Right Side

Filter media behind abutment wing wall and return wall complete as per drawing and Techinical specification

Ch 3850 - 3950 Right Side

Ch 4490 - 4580 Right Side

Ch 4630 - 4700 Right Side

Routine Maintenance

first year

Second Year

Third Year

Fourth Year

Fifth Year

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

GSK Constructions