Upgradation / Strengthening of 4 No of Roads in Kovilpatti Panchayat Union of Thoothukudi District under CGF 80 percentage (2019-20) Package No.TN/TUT-04/2019-20

Amount

Upgradation of Sinthalakarai Road km 0/0-1/2 in Kovilpatti Block under CGF 80% 2019-20 of Package No. 04

Clearing and scrubbling by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300 mm girth. Km0/0-1/2

Earth Work Excavataion and depositing on back with an initial of 10m and lift 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20A Km0/0-1/2

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .Grade III

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying Primer coat over the WMM surface using 7.00 Kg of bituminous emulsion SS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying tack coat over the primed WMM surface using 2.50 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing KM stones of size 1.65 x 0.45 x 0.15 m

Providing HM stones of size 0.75 x 0.23 x 0.10

Upgrdation of Inammaniyatchi to NH45 to Ligamariamman Kovil Road Km 0/0-1/0 in Kovilpatti Block under CGF 80% 2019-20 of Package No. 04

Clearing and scrubbling by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300 mm girth. Km0/0-1/0

Earth Work Excavataion and depositing on back with an initial of 10m and lift 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20A Km0/0-1/0

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .Grade III

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying Primer coat over the WMM surface using 7.00 Kg of bituminous emulsion SS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying tack coat over the primed WMM surface using 2.50 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing KM stones of size 1.65 x 0.45 x 0.15 m

Providing HM stones of size 0.75 x 0.23 x 0.10

Construction of RCC Slab Culvert 1.50m span @ Ch 950m

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B

Cement concrete 1:4:8 (One cement ,four sand and eight hard broken stone) using 40mm. gauge hand broken granite stone jelly for foundation & Basement including watering wherever necessary and laid in layers not more than 15cm thick, compacting etc., complete complying with standard specification and as directed including cost of cement which will be supplied by department at departmental section store and the cost of the same will be recovered from contractor at the rate noted in the special condition

Cement concrete 1:3:6 (One cement ,three sand and six hard broken stone) using 40mm. gauge hand broken granite stone jelly for foundation & Basement including watering wherever necessary and laid in layers not more than 15cm thick, compacting etc., complete complying with standard specification and as directed including cost of cement which will be supplied by department at departmental section store and the cost of the same will be recovered from contractor at the rate noted in the special condition

Supplying and erecting centering for sides and soffits including supports for plane surfaces in all floors with all cross bracing using mild steel sheets of size 90cmx60cm and 10 gauge stiffener welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak joist of 10cmx6.5cm spaced at about 90cm center to center etc. complete complying with standard specification and as directed.

Below Sill Without strutting

Above Sill With strutting

Reinforced cement concrete 1:2:4 using 20 mm gauge machine broken hard granite stone jelly for all R.C.C. works excluding cost of reinforcement and fabricating charges, centering and shuttering but including curing and providing fixtures like clamps in the R.C.C. deck slab sides and bottom of the slabs, shall be finished smooth with cement mortar 1:3:10 mm thick and with Kraft paper without claiming etc., as directed by the departmental officers complete complying with standard specification for Deck slab including cost of cement which will be supplied by department at departmental section store and the cost of the same will be recovered from contractor at the rate noted in the special condition

Reinforced cement concrete 1:11/2:3 using 20 mm gauge machine broken hard granite stone jelly for all R.C.C. works excluding cost of reinforcement and fabricating charges, centering and shuttering but including curing and providing fixtures like clamps in the R.C.C. deck slab sides and bottom of the slabs, shall be finished smooth with cement mortar 1:3:10 mm thick and with Kraft paper without claiming etc., as directed by the departmental officers complete complying with standard specification for Deck slab including cost of cement which will be supplied by department at departmental section store and the cost of the same will be recovered from contractor at the rate noted in the special condition

Supply and fabrication of Steel Grade Fe 415/Steel Grade S-240 required for all RCC items of works involved in the schedule including cost of steel which will be supplied by department at departmental section store and the cost of the same will be recovered from contractor at the rate noted in the special condition, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete as per standard specification

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

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

Strengthening of Pandavarmangalm Rajeev Nagar 4th Main Road Km 0/0-1/0 in Kovilpatti Block under CGF 80% 2019-20 of Package No. 04

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying Primer coat over the WMM surface using 7.00 Kg of bituminous emulsion SS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying tack coat over the primed WMM surface using 2.50 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing KM stones of size 1.65 x 0.45 x 0.15 m

Providing HM stones of size 0.75 x 0.23 x 0.10

Strengthening of Pandavarmangalm Rajeev Nagar 5th Main Road Km 0/0-1/0 in Kovilpatti Block under CGF 80% 2019-20 of Package No. 04

Providing and Laying Red Gravel for soling & for side berms to 75mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying Primer coat over the WMM surface using 7.00 Kg of bituminous emulsion SS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying tack coat over the primed WMM surface using 2.50 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion which will be supplied by departmental section store and the cost will be recovered from the contractor at the rate noted in the special conditions and including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete Paver Finisher

Providing KM stones of size 1.65 x 0.45 x 0.15 m

Providing HM stones of size 0.75 x 0.23 x 0.10

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}

RATHAKRISHNAN R