Upgradation and 5 Years Maintenance of road from MRL53-Sendurai to Unjini via Keelarayampuram Km 0/180 - 3/401 in Package No TN 30-133 in Sendurai Block of Ariyalur District

Amount

Clearing and Grubing 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 150 mm in thickness as per MORD Technical Specification Clause 201.(In area of thorny jungle)

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.

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 structure graded and compacted to to meet requirement of Table 300.2 with lead upto 1000 m as per 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.

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.

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 0.85 kg/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 0.275 kg per sqm on the prepared granular surface treated with prime & cleaned with Hydraulic broom as per MORD Technical Specification Clause 502

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.

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

Providing Rumble Strips covered with Premix Bituminous Caropet 20mm high at center,250mm vide placed at 1m center to center at approved locatioons to control speed marked with white strips of road marking paint.

Removing all types of Hume Pipes and stacking within a lead of 1000m including eartwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Existing Culvert @ Ch 215m

Existing Culvert @ Ch 2048m

Existing Culvert @ Ch 2390m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

1.50m Span RCC Slab Culvert @ Ch 215m

1.50m Span RCC Slab Culvert @ Ch 2048m

1.50m Span RCC Slab Culvert @ Ch 2390m

Supplying and filling foundation and basement with filling sand in layers not more than 15cm thick, wellrammed, watered and compacted complete complying as per Technical Specification Clause 305.3.9

1.50m Span RCC Slab Culvert @ Ch 215m

1.50m Span RCC Slab Culvert @ Ch 2048m

1.50m Span RCC Slab Culvert @ Ch 2390m

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 as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203

1.50m Span RCC Slab Culvert @ Ch 215m

1.50m Span RCC Slab Culvert @ Ch 2048m

1.50m Span RCC Slab Culvert @ Ch 2390m

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 as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203. (Below sill level)

1.50m Span RCC Slab Culvert @ Ch 215m

1.50m Span RCC Slab Culvert @ Ch 2048m

1.50m Span RCC Slab Culvert @ Ch 2390m

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 as per drawing and MORD Technical Specification Clause 802,803,1202 and 1203. (Above Sill)

1.50m Span RCC Slab Culvert @ Ch 215m

1.50m Span RCC Slab Culvert @ Ch 2048m

1.50m Span RCC Slab Culvert @ Ch 2390m

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding the cost of reinforcement 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.

1.50m Span RCC Slab Culvert @ Ch 215m

1.50m Span RCC Slab Culvert @ Ch 2048m

1.50m Span RCC Slab Culvert @ Ch 2390m

Supplying and fabricating and placing in position of 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 standard specification.

1.50m Span RCC Slab Culvert @ Ch 215m

1.50m Span RCC Slab Culvert @ Ch 2048m

1.50m Span RCC Slab Culvert @ Ch 2390m

Providing and fixing 6mm Bitumen felt for expansion joint between Bed Blockl and Deck slab including all labour charges etc., complete as directed by the departmental officers.

1.50m Span RCC Slab Culvert @ Ch 215m

1.50m Span RCC Slab Culvert @ Ch 2048m

1.50m Span RCC Slab Culvert @ Ch 2390m

Providing and fixing Tar Paper for bearing Between Bed Block and Deck slab including all labour charges etc., complete as directed by the departmental officers.

1.50m Span RCC Slab Culvert @ Ch 215m

1.50m Span RCC Slab Culvert @ Ch 2048m

1.50m Span RCC Slab Culvert @ Ch 2390m

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 specifications clauses 614, 709, 1204.3.7

1.50m Span RCC Slab Culvert @ Ch 215m

1.50m Span RCC Slab Culvert @ Ch 2048m

1.50m Span RCC Slab Culvert @ Ch 2390m

Gravel filling between bodywall including cost and conveyance of gravel, labour for filling, watering and compacting etc., complete with standard specifications and as directed by the departmental officers.

1.50m Span RCC Slab Culvert @ Ch 215m

1.50m Span RCC Slab Culvert @ Ch 2048m

1.50m Span RCC Slab Culvert @ Ch 2390m

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

90 cm Equilateral Triangular Signboard

60 cm Circlular Signboard

90 cm Octogonal Signboard

Reflector

Providing and fixing KM Stone

Providing and fixing HM Stone

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 IRC-SP-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 carriageway width of 3.00m & 3.75m

For the First Year from the date of completion of work

For the Second Year from the date of cpmpletion 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)

JANARTHANAN.V