PMGSY III BATCH I (2020-2021) - Theni District - Bodinaickanur block - Package No.TN19-36

Amount

Upgradation and five year maintenance to the road from MRL23-Sillamarathupatty to Dombuchery Road via Ammapatty Km 2/6-5/6 in Bodinaickanur block

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 the existing bituminous road surface to a depth of 100mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4

Construction 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 requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1

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 (Gravel shoulder)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

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 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.

Providing, laying and rolling of open-graded premix surfacing material of 20 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 509

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. (ii) Bitumen (S-65)

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 and Maintanance Board of PMGSY Project

E-Reflectors

Providing and Fixing 90 cm Equilateral triangle Cautionary sign Board

Providing and Fixing Maintanance Board

Providing for KM Stone

Providing for HM Stone

Construction of protective work at ch 2600-2625m,2870-2930m,2920-2930m,3395-3560m,3610-3635m,3715-3730m,3560-3590m,3640-3655m

Earth work Excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material

ch 2600-2625m (L-25M),2870-2930m (L-60m) L Side ,2920-2930m (L-10m) R side

Ch 3395-3560m (L-165m)LHS ,3610-3635m (L-20m)RHS,3715-3730m (L-15m)RHS,3560-3590m (L-30m) LHS,3640-3655m (L-15m)LHS

Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick, well rammed, watered and compacted complete complying with standard specifications

ch 2600-2625m (L-25M),2870-2930m (L-60m) L Side ,2920-2930m (L-10m) R side

Ch 3395-3560m (L-165m)LHS ,3610-3635m (L-20m)RHS,3715-3730m (L-15m)RHS,3560-3590m (L-30m) LHS,3640-3655m (L-15m)LHS

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

ch 2600-2625m (L-25M),2870-2930m (L-60m) L Side ,2920-2930m (L-10m) R side

Ch 3395-3560m (L-165m)LHS ,3610-3635m (L-20m)RHS,3715-3730m (L-15m)RHS,3560-3590m (L-30m) LHS,3640-3655m (L-15m)LHS

Cement concrete 1 : 2 : 4 mix using 20mm 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 for footings below sill

ch 2600-2625m (L-25M),2870-2930m (L-60m) L Side ,2920-2930m (L-10m) R side

Ch 3395-3560m (L-165m)LHS ,3610-3635m (L-20m)RHS,3715-3730m (L-15m)RHS,3560-3590m (L-30m) LHS,3640-3655m (L-15m)LHS

Cement concrete 1 : 2 : 4 mix using 20mm 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 for footings above sill

ch 2600-2625m (L-25M),2870-2930m (L-60m) L Side ,2920-2930m (L-10m) R side

Ch 3395-3560m (L-165m)LHS ,3610-3635m (L-20m)RHS,3715-3730m (L-15m)RHS,3560-3590m (L-30m) LHS,3640-3655m (L-15m)LHS

Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost

For the First Year from the date of completion of work

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

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)

G MURALIDARAN