Upgradation of MRL05 Edaiyambudur - Salavakkam Road Km 0/0 - 3/060 in Uthiramerur Panchayat Union under PMGSY III Batch I 2020-21 having Pkg No.TN 01-147

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 remo`val and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Technical Specification Clause 201.Km 0/000-1/300.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift upto 3 m and lead upto 100 m as per Technical Specification clause 301.4 Km 0/000-1/300.

Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical specification clause 301.5

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compcted to meet recuirement of tables 300.2 with lead upto 1000m as per Technical specification 301.5 (Gravel Shoulder)

Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in Mechanical mixer (Pug mill) Carriage of mixered material by tipper to site, laying in uniform layers in subbase / base coat on a well prepared subbase and compacting with smooth wheel roller of 80-100KN weight to achieve the desired density including lighting barricading and maintenance of diversion, etc. as per tables 400.11 and 400.12 and Technical Specification Clause 406

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 503

Providing, laying and rolling of close Graded Premix surfacing material 20mm thickness composed of 11.2mm to 9 mm (type A) or 13.2mm to 9 mm (type b) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing force on a previously prepared base including mixing in a suitable plant. Laying and rolling with a three wheel 8-10 KN Static roller and finished to required level and graded 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

Provision of 15nos. Rumble Strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide place at 1 m centre to centre at approved locations to control speed, marked with white strips of road marking paint.

Provision for Causeway @ Ch. 0/770 - 0/800

Construction of un-reinforced, dowel jointed at expansion and contruction joint only, plain cement concrete pavement, thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade) coarse and fine aggregates conforming to IS:383 maximum size of coarse aggregate not exceeding 25mm, mixed i n a concrete mixer of not less than 0.2cum capacity and apropriate wigh batcher using approved mix design, laid in approved fixed side formwork (steel channel lying and fxing of 125 micron thick polythene film, wedges, steel pates including levelling the forwork as per drawing), spreading the concrete with shovels, rakes, compacteds using needle, screed and plate vibrators and finished in continuous operation inluding provision of contraction and expansion, construction joints, applying debonding strips. primer, sealant, dowel bars near approaches to bridge/culvert and construction joints, admixtures as approved curing of concrete slabs for 14-days using curing compound (shere specified) and nwater finishing to lines and grade as per drawing and Technical Specification Clause n1501

Provision for Protective Work @ Ch. 0/760 - 0/770 & 0/800 - 0/810

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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. 0/648

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 and as directed. @ Ch. 0/648

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. @ Ch. 0/648

Below Ground Level

Above Ground Level

Provision for Protective Work @ Ch. 3/040 - 3/060

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. @ Ch. 3/040 - 3/060

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. 3/040 - 3/060

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 and as directed. @ Ch. 3/040 - 3/060

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. @ Ch. 0/648

Below Ground Level @ Ch. 3/040 - 3/060

Above Ground Level @ Ch. 3/040 - 3/060

Construction of 1.5m RCC slab culvert @ Ch. 1/151, 1/195 & 1/695.

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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 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 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.

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.

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.

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. @ Ch. 0/648

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. @ Ch. 0/648

Providing and fixing 6mm bitumen felt for expansion joint between dirt wall and deck slab @ Ch. 0/648

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab @ Ch. 0/648

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. 0/648

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. @ Ch. 0/648

Dismantling Existing CD works @ Ch. 1/151, 1/195 & 1/695.

Dismantling of existing structures like culverts, bridges, retining walls and other structures comprising of masonry, cement concrete, wood work, steel weork, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unservicable material with all lifts and lead of 1000m as per Technical specification clause 202.

Dismantling of existing structures like culverts, bridges, retining walls and other structures comprising of brick masonry including disposal of unservicable material and stacking the servicable material with all lifts and lead of 1000m as per Technical specification clause 202.

Removing all types of Hume pipes and stacking within a lead of 1000 including Earthwork and Dismantling of Masonry works as per Technical specification clause 202

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and rinting, etc as per drawing and technical specification clause 1703.

Supplying and fixing in position of Ordinary Kilometer stone (Precast)

Supplying and fixing in position of 200m HM Stone (Precast)

Provision for Guard Stones in all culvers

Confirming of IRC 67-2010 and ASTM D 4956-09 type IV specification and fixed over 1.5 mm thick aluminuum sheet fixed on back supporting frame of 25mm x 25mm x 3 mm MS Angle and supported on a MS angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm 60 cm below ground level etc complete including 7 year warranty for the Retro Refection sheeting as per clause 6.9 of IRC 67.2010 specification

90cm ezuilator triangular cautionary sign board

60cm circular mandatory, Octogon sign board

Cure board Chevron signs 90 cm Octogon (cuvers)

Reflector (Near Culverts & Trees)

Provision for Citizen board

Provision for Logo board

Provision for Name board

Provision for PMGSY maintenance board

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)

VEEJEEPEE CONSTRUCTIONS