Thoothukudi Dt TNRRIS - 2021-22 - Improvements to 3 No of roads in Ottapidaram Panchayat Union - Package No TN/TUT-09 -TNRRIS(2021-22)

Amount

Upgradation of Mangamal salai (ottapidaram - pasuvathanai road to ceylon coloney panchalankurichi) in Ottapidaram Block under TNRRIS 2021-22 Package No.09

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. Km 0/0-2/4

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A Km 0/0-2/4

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 water bound macadam Grading III using 63-11.2 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying tack coat over the primed WBM surface using 4.0 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion 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 0.90 x 0.23 x 0.23

Construction of RCC Slab Culvert 1.50m span at Km 0/500

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

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

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.

Without strutting

With strutting

Reinforced Cement concrete 1:2:4 (One cement, Two sand and four hard broken stone) using 20mm. gauge hand broken granite stone jelly for for all R.C.C. works excluding cost of reinforcement and fabricating charges, centering and shuttering but including curing and providing fixtures like clamps for Bed Block including watering wherever necessary and laid in layers not more than 15cm thick, compacting etc., complete complying with standard specification and as directed

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 , 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

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

Providing and fixing 20 mm thick compressible fibre board in expansion joint inbetween Deck Slab over Abutments complete as per drawing and technical specifications

Supply and fixing of Kraft Paper for full width of seting of Deck Slab including all labour charges etc complete.

Construction of RCC Slab Culvert 1.50m span at Km 2/150

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

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

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.

Without strutting

With strutting

Cement concrete 1:2:4 (One cement, Two sand and four hard broken stone) using 20mm. gauge hand broken granite stone jelly including curing and providing fixtures like clamps for Bed Block including watering wherever necessary and laid in layers not more than 15cm thick, compacting etc., complete complying with standard specification and as directed

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 , 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

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

Providing and fixing 20 mm thick compressible fibre board in expansion joint inbetween Deck Slab over Abutments complete as per drawing and technical specifications

Supply and fixing of Kraft Paper for full width of seting of Deck Slab including all labour charges etc complete.

Construction of Retainingwall at Km 1/200

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

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

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.

Without strutting

Strengthening of Chokkanathapuram to Kollankinaru to Km 0/0 - 2/0 in Ottapidaram Block under TNRRIS 2021-22 Package No.09

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. Km 0/0-2/0

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A Km 0/0-2/0

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-2/0

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.

Providing and laying water bound macadam Grading II using 75-22.4 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying water bound macadam Grading III using 63-11.2 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying tack coat over the primed WBM surface using 4.0 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion 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 0.90 x 0.23 x 0.23

Strengthening of Tharuvaikulam Sea Shore Road Km0/0-1/600 (Using Plastic Waste) in Ottapidaram Block under TNRRIS 2021-22 Package No.09

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. Km 0/0-1/4

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A Km 0/0-1/4

Picking the existing B.T.Surface including all labour charges etc. complete Km 0/0-1/4

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 water bound macadam Grading II using 75-22.4 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying water bound macadam Grading III using 63-11.2 mm HBG metal & 0.24, cum of gravel consisting of clean, crushed aggregates mechanically interlocked by rolling and bonding together with screening binding material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by Engineer in

Providing and laying tack coat over the primed WBM surface using 4.0 Kg of bituminous emulsion RS1 for 10 sqm. Including cost of bituminous emulsion 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 23.232 Kgs of VG 30 Bitumen and 1.168 kgs of Pastic waste 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 0.90 x 0.23 x 0.23

Provision for Sign Board

Construction of CC Pavement @ Km 0/2-0/4

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.

Without strutting

Construction of un-reinforced, dowel jointed at expansion and construction 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 an

Construction of CC Pavement @ Km 0/8 - 1/0

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.

Without strutting

Construction of un-reinforced, dowel jointed at expansion and construction 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 an

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}

IMMANUEL AND CO