Strengthening of 4 roads in Marungapuri Block of Tiruchirappalli District under Tamil Nadu Rural Roads Improvement Scheme 2020-21 Package No.23

Amount

STRENGTHENING TO THE ROAD FROM KARADIPATTI ROAD KM 0/0-1/0 R-58 Clearing the Scrub jungle including all labour charges for burning and burrying etc., KM 0/0-1/00

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A KM 0/0-1/00

Providing and Laying Gravel to compacted thickness including cost and 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 Km 0/0-1/0

Providing and laying Water Bound Macadam Grading - III ( 63mm to 11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I (Mix - in - place method) km 0/0-1/0

Applying Tack Coat over WBMover the W.B.M surface using 4.00Kg of Emulsion Bitumen as Blinder for 10Sqm. area including cost and conveyance of bitumen which will be supplied departmentaly at departmental section store at union office and cost of the same which will be recovered from the contractors bill at the rates specified in the special condition appended here with including conveyance of bitumen from section store to work site handling charges of bitumen at both ends and including all labour charges for clearing surface before the application of bitumen blinder and heating the bitumen to the required temperature including labour charges for applying tack coat uniformly including hire charges bitumen sprayer (with self heating and pumping arrengment) and all other tools and plants employed and also as directly by the engineer incharge and all other incidental charges etc. complete as per clause 505 of most specification. KM 0/0-1/00

Providing and laying premix carpet with seal coat Type ‘ A for 20 thickness using 0.18cum of 13.2mm IRC,HBG metal and 0.09cum of 11.2mm IRC,HBG metal with 14.60Kg . of bitumen for premixing 10sqm . of premix carpet and 0.09cum of 6.7mm IRC, HBG metal with 9.80Kg . of bitumen for seal coat type ‘A per 10sqm . including cost and conveyance of materials to be work site and stacking them to the departmental metric gauge for pre mesurment, heating the bitumen in bitumen boilur , heating the aggregates , and mixing them with bitumen in mini hot mix plant for pre mix carpet only rolling by 60/70 KN power of premix carpet and seal coat separately including labour charges for spreading the mix for premix carpet, including labour charges for spreading seal coat separately over premix carpet etc., including hire charges and fuel charges for mini hot mix plant, bitumen boiler, power roller and all other tools and plant employed etc., complete as per clause 509 of MOST specification. km 0/0 - 1/0

Provision for KM stone

Provision for HM stone

Name board charges

Provision for Signboard

STRENGTHENING TO THE ROAD FROM MT ROAD TO SILAMBAMPATTI ROAD KM 0/0-2/400 Clearing the Scrub jungle including all labour charges for burning and burrying etc., KM 0/0-1/35

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A KM 0/0-1/35

Construction o Granular Sub base by providing well graded material (25mm to 4.75mm IRC HBG metal @ 65%, 4.75 to 2.36mm IRC HBG metal @20% & 2.36mm below IRC HBG metal @15%) & (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% respectively) 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) km 0/0-1/0

Providing and Laying Gravel to compacted thickness including cost and 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 Km 0/0-1/0

Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I (Mix - in - place method) km 0/0-1/0

Providing and laying Water Bound Macadam Grading - III ( 63mm to 11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I (Mix - in - place method) km 0/0-1/0

Applying Tack Coat over WBMover the W.B.M surface using 4.00Kg of Emulsion Bitumen as Blinder for 10Sqm. area including cost and conveyance of bitumen which will be supplied departmentaly at departmental section store at union office and cost of the same which will be recovered from the contractors bill at the rates specified in the special condition appended here with including conveyance of bitumen from section store to work site handling charges of bitumen at both ends and including all labour charges for clearing surface before the application of bitumen blinder and heating the bitumen to the required temperature including labour charges for applying tack coat uniformly including hire charges bitumen sprayer (with self heating and pumping arrengment) and all other tools and plants employed and also as directly by the engineer incharge and all other incidental charges etc. complete as per clause 505 of most specification. KM 0/0-1/35

Providing and laying premix carpet with seal coat Type ‘ A for 20 thickness using 0.18cum of 13.2mm IRC,HBG metal and 0.09cum of 11.2mm IRC,HBG metal with 14.60Kg . of bitumen for premixing 10sqm . of premix carpet and 0.09cum of 6.7mm IRC, HBG metal with 9.80Kg . of bitumen for seal coat type ‘A per 10sqm . including cost and conveyance of materials to be work site and stacking them to the departmental metric gauge for pre mesurment, heating the bitumen in bitumen boilur , heating the aggregates , and mixing them with bitumen in mini hot mix plant for pre mix carpet only rolling by 60/70 KN power of premix carpet and seal coat separately including labour charges for spreading the mix for premix carpet, including labour charges for spreading seal coat separately over premix carpet etc., including hire charges and fuel charges for mini hot mix plant, bitumen boiler, power roller and all other tools and plant employed etc., complete as per clause 509 of MOST specification. km 0/0 - 1/0

Provision for KM stone

Provision for HM stone

Name board charges

Provision for Signboard

STRENGTHENING TO THE ROAD FROM THOTTIYAPATTI TO THATHANUR ROAD KM 0/0-1/40 (R814) Clearing the Scrub jungle including all labour charges for burning and burrying etc., KM 0/0-1/400

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A KM 0/0-1/400

Providing and Laying Gravel to compacted thickness including cost and 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 Km 0/0-1/0

Providing and laying Water Bound Macadam Grading - III ( 63mm to 11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I (Mix - in - place method) km 0/0-1/0

Applying Tack Coat over WBMover the W.B.M surface using 4.00Kg of Emulsion Bitumen as Blinder for 10Sqm. area including cost and conveyance of bitumen which will be supplied departmentaly at departmental section store at union office and cost of the same which will be recovered from the contractors bill at the rates specified in the special condition appended here with including conveyance of bitumen from section store to work site handling charges of bitumen at both ends and including all labour charges for clearing surface before the application of bitumen blinder and heating the bitumen to the required temperature including labour charges for applying tack coat uniformly including hire charges bitumen sprayer (with self heating and pumping arrengment) and all other tools and plants employed and also as directly by the engineer incharge and all other incidental charges etc. complete as per clause 505 of most specification. KM 0/0-1/400

Providing and laying premix carpet with seal coat Type ‘ A for 20 thickness using 0.18cum of 13.2mm IRC,HBG metal and 0.09cum of 11.2mm IRC,HBG metal with 14.60Kg . of bitumen for premixing 10sqm . of premix carpet and 0.09cum of 6.7mm IRC, HBG metal with 9.80Kg . of bitumen for seal coat type ‘A per 10sqm . including cost and conveyance of materials to be work site and stacking them to the departmental metric gauge for pre mesurment, heating the bitumen in bitumen boilur , heating the aggregates , and mixing them with bitumen in mini hot mix plant for pre mix carpet only rolling by 60/70 KN power of premix carpet and seal coat separately including labour charges for spreading the mix for premix carpet, including labour charges for spreading seal coat separately over premix carpet etc., including hire charges and fuel charges for mini hot mix plant, bitumen boiler, power roller and all other tools and plant employed etc., complete as per clause 509 of MOST specification. km 0/0 - 1/0

Provision RCC 1.50m Span Culvert Ch 730m Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with initial led and lift as per SS 20B including shoring baling out water where necessary etc.. Complete for foundation - culvert @ Ch 730m

Supplying and filling in foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complying with std., speciication charges etc., - culvert @ Ch 730m

Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complee complying with standard specifications and as directed. - culvert @ Ch 730m

CC 1:3:6 MIX using 40mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete for Abutement and wing culvert @ Ch 730m

CC 1:2:4 MIX using 20mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete culvert @ Ch 730m

Reinforce cement concrete 1:1 5:3 using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of reinforcement and fabricating charges but including curing including all labour charges etc., culvert @ Ch 730m

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90x60cm & 10 gauge stiffened, welded with steel angle - culvert @ Ch 730m

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90x60cm & 10 gauge stiffened, welded with steel angle culvert @ Ch 730m

Supplying fabricating and placing in position mild steel or ribbed tor steel for reinforced cement concrete woks standard speciication (MS rodsd or RTS bars will b supplied departmentally at section stores and cost will be recovered at issue rate). The Contractor shall supply the binding wire. -culvert @ Ch 730m

Providing and fixing 20MM Bitumen felt for expansion joint Between Dirtwall & Deck slab - culvert @ Ch 730m

Providing and fixing Tar paper for bearing Between Bed Block & Deck slab - culvert @ Ch 730m

Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(v):20(H) towards drawing face complete as per drawing -culvert @ Ch 730m

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 direted by the departmental officers culvert at ch 730

Provision RCC 1.50m Span Culvert Ch 730m Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with initial led and lift as per SS 20B including shoring baling out water where necessary etc.. Complete for foundation - culvert @ Ch 730m

Supplying and filling in foundation and basement with filling sand in layers not more than 15cm thick well rammed watered and compacted complying with std., speciication charges etc., - culvert @ Ch 730m

Cement concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complee complying with standard specifications and as directed. - culvert @ Ch 730m

CC 1:3:6 MIX using 40mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete for Abutement and wing culvert @ Ch 730m

CC 1:2:4 MIX using 20mm HBG Metal including cost & conveyance of all materials to site all labour charges with simultaneous pointing etc. complete culvert @ Ch 730m

Reinforce cement concrete 1:1 5:3 using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of reinforcement and fabricating charges but including curing including all labour charges etc., culvert @ Ch 730m

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90x60cm & 10 gauge stiffened, welded with steel angle - culvert @ Ch 730m

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90x60cm & 10 gauge stiffened, welded with steel angle culvert @ Ch 730m

Supplying fabricating and placing in position mild steel or ribbed tor steel for reinforced cement concrete woks standard speciication (MS rodsd or RTS bars will b supplied departmentally at section stores and cost will be recovered at issue rate). The Contractor shall supply the binding wire. -culvert @ Ch 730m

Providing and fixing 20MM Bitumen felt for expansion joint Between Dirtwall & Deck slab - culvert @ Ch 730m

Providing and fixing Tar paper for bearing Between Bed Block & Deck slab - culvert @ Ch 730m

Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(v):20(H) towards drawing face complete as per drawing -culvert @ Ch 730m

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 direted by the departmental officers culvert at ch 730

Provision for KM stone

Provision for HM stone

Name board charges

Provision for Signboard

STRENGTHENING OF NH 45 B ROAD TO MARUTHAMPATTI VIA SEVANTHAMPATTI ROAD.., KM 0/0-1/740 Clearing the Scrub jungle including all labour charges for burrying and burning etc., Km 0/0-1/740

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m Km 0/0-1/740

Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A Km 0/0-1/740

Collection And Supply of US gravel including Cost & conveyance of U,S Gravel and Stacking them on road side to dept guage for taking pre measurment etc., Km 0/0-1/0

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) etc.., Km 0/0-1/0

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. Km 0/0-1/0

Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0-1/740

Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0-1/740

PREMIX CARPET WITH SEAL COAT TYPE ' A ' Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete Km 0/0-1/0

Providing KM Stones White washing lettering etc., complete. (1.65 x 0.45 x 0.15 m )

Providing HM Stones White washing lettering etc., complete. (0.75 x 0.23 x 0.1 )

Providing for Sign Board charges etc.,

Providing for Name Board painting & Lettering charges etc.,

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}

OM SAKTHI CONSTRUCTION