Tirupathur District PMGSY III Batch I 2020 - 21 Improvement of Road from MRL01-Kurumberi TS road via Simmanapudur Chennakrishnanur,Kandhili Block, Package No TN26142

Amount

MRL01-Kurumberi TS road via Simmanapudur Chennakrishnanur

Clearing and grubbing 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 150mm in thickness as per MORD Technical Specification Clause 201.in Area Non Thorny Jungle.

Road 1 km 0/000 - 4/000

Road 2 km 0/000-3/150

Road 3 km 1/000-3/150

Scarifying the existing bituminous road surface to depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as pwr technical specification clause 301.4

Road 1 km 0/000 - 4/000

Road 2 km 0/000-3/150

Road 3 km 1/000-3/150

Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification Clause 302.3.

Road 1 km 0/000 - 1/000

Road 1 km 1/000-2/000

Road 1 km 2/000-3/000

Road 1 km 3/000-4/000

Road 2 km 0/000 - 1/000

Road 2 km 1/000-2/000

Road 2 km 2/000-3/000

Road 2 km 3/000-3/150

Road 3 km 1/000-2/000

Road 3 km 2/000-3/000

Road 3 km 3/000-3/150

Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Filling with cut Earth )

Road 1 km 0/000 - 1/000

Road 1 km 1/000-2/000

Road 1 km 2/000-3/000

Road 1 km 3/000-4/000

Road 2 km 0/000 - 1/000

Road 2 km 1/000-2/000

Road 2 km 2/000-3/000

Road 2 km 3/000-3/150

Road 3 km 1/000-2/000

Road 3 km 2/000-3/000

Road 3 km 3/000-3/150

Construction of embankment 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 1000m as per Technical Specification Clause 303.1

Road 1 km 0/000 - 1/000

Road 1 km 1/000-2/000

Road 1 km 2/000-3/000

Road 1 km 3/000-4/000

Road 2 km 0/000 - 1/000

Road 2 km 1/000-2/000

Road 2 km 2/000-3/000

Road 2 km 3/000-3/150

Road 3 km 1/000-2/000

Road 3 km 2/000-3/000

Road 3 km 3/000-3/150

Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Gravel Shoulder)

Road 1 km 0/000 - 1/000

Road 1 km 1/000-2/000

Road 1 km 2/000-3/000

Road 1 km 3/000-4/000

Road 2 km 0/000 - 1/000

Road 2 km 1/000-2/000

Road 2 km 2/000-3/000

Road 2 km 3/000-3/150

Road 3 km 1/000-2/000

Road 3 km 2/000-3/000

Road 3 km 3/000-3/150

Granular sub base -GrIII (Table 400.1) Construction of granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with three wheel 80-100KN Static roller capacity to achieve the desired dencity ,complete as Per Technical Specification Clauses 402 (km 0/0 - 4/00)

Recycled GSB 50% -GrIII (Table 400.1) Construction of granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with three wheel 80-100KN Static roller capacity to achieve the desired dencity ,complete as Per Technical Specification Clauses 402 (km 0/0-3/150)

Providing, laying, spreading and compacting stone aggregates of specific sizes to Wet mix macadam specification includingPremixing the material with water at OMC in Machnical mix plant carraiage of mixed material by tipper to site laying in uniform layers with paver in sub base /base course on a well perpared surface and compacting with vibratory roller to achieve the desired density

Road 1 km 0/000-0/200

Road 2 km 0/000-0/200

Road 3 km 1/000-2/000

Road 3 km 2/000-3/000

Road 3 km 3/000-3/150

Construction of recycled gsb (40% Addition) Picking the existing Bituminious surface to a depth of 10mm by mechanical means and addition of deficit aggregate @40% for construction of granular sub -base by providing well graded material spreading in uniform layers with motor grader on perpared surface mixing by mix in place method with rotavator at OMC and Compacting with vibaratory roller to achieve the desired dencity

Road 1 km 0/000 - 1/000

Road 1 km 1/000-2/000

Road 1 km 2/000-3/000

Road 1 km 3/000-4/000

Road 1 km 0/000 - 1/000

Road 1 km 1/000-2/000

Road 1 km 2/000-3/000

Road 1 km 3/000-4/000

Cement Treated Soil Sub-Base Providing, laying, spreading soil on a prepared sub-grade , pulverising , adding the designed quantity of cement to the spread soil, mixing by mix in place method with rotevator , grader and compacting with the road roller at OMC to achieve the desired 7 days unconfined compressive strength of 1.7Mpa and to from a layer of sub-base as per Technical Specification Clause 404.

Road 2 km 0/000 - 1/000

Road 2 km 1/000-2/000

Road 2 km 2/000-3/000

Road 2 km 3/000-3/150

Cement Treated Soil Sub-Base Providing, laying, spreading soil on a prepared sub-grade , pulverising , adding the designed quantity of cement to the spread soil, mixing by mix in place method with rotevator , grader and compacting with the road roller at OMC to achieve the desired 7 days unconfined compressive strength of 2.76Mpa and to from a layer of sub-base as per Technical Specification Clause 404.

Road 2 km 0/000 - 1/000

Road 2 km 1/000-2/000

Road 2 km 2/000-3/000

Road 2 km 3/000-3/150

Providing and applying Primer Coat with bitumen emulsion (SS –I) 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.

Road 1 km 0/000 - 0/200

Road 1 km 0/200-1/000

Road 1 km 1/000-2/000

Road 1 km 2/000-3/000

Road 1 km 3/000-4/000

Road 2 km 0/000-0/200

Road 3 km 1/000-2/000

Road 3 km 2/000-3/000

Road 3 km 3/000-3/150

Providing and applying Primer Coat with bitumen emulsion (water Based) on prepared surface of Stabilised granular base including cleaning of road surface and spraying primer at the rate of 0.9-1.2 kg/ sqm using mechanical means m TDS and spraying at the rate of 1.35kg/sqm as per MORD Technical Specification Clause 502.

Road 2 km 0/000 - 1/000

Road 2 km 1/000-2/000

Road 2 km 2/000-3/000

Road 2 km 3/000-3/150

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 Technical Specification Clause 503.

Road 1 km 0/000 - 0/200

Road 1 km 0/200 - 1/000

Road 1 km 1/000-2/000

Road 1 km 2/000-3/000

Road 1 km 3/000-4/000

Road 2 km 0/000 - 0/200

Road 2 km 0/200 - 1/000

Road 2 km 1/000-2/000

Road 2 km 2/000-3/000

Road 2 km 3/000-3/150

Road 3 km 1/000-2/000

Road 3 km 2/000-3/000

Road 3 km 3/000-3/150

Providing, laying and rolling of Open Graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 3 wheel 80-100KN static roller capacity, finished to required level and grades, to be followed by seal coat of Type-A as per MORD Technical Specification Clause 508.

Road 1 km 0/000 - 0/200

Road 1 km 0/200 - 1/000

Road 1 km 1/000-2/000

Road 1 km 2/000-3/000

Road 1 km 3/000-4/000

Road 2 km 0/000 - 0/200

Road 2 km 0/200 - 1/000

Road 2 km 1/000-2/000

Road 2 km 2/000-3/000

Road 2 km 3/000-3/150

Road 3 km 1/000-2/000

Road 3 km 2/000-3/000

Road 3 km 3/000-3/150

Providing and laying seal coat sealing the voids in a bituminious surface laid to the specified levels ,grade and cross fall using Type A ,Type B, Type C as per Technical Specification clauses 510.

Road 1 km 0/000 - 0/200

Road 1 km 0/200 - 1/000

Road 1 km 1/000-2/000

Road 1 km 2/000-3/000

Road 1 km 3/000-4/000

Road 2 km 0/000 - 0/200

Road 2 km 0/200 - 1/000

Road 2 km 1/000-2/000

Road 2 km 2/000-3/000

Road 2 km 3/000-3/150

Road 3 km 1/000-2/000

Road 3 km 2/000-3/000

Road 3 km 3/000-3/150

provision of 15 nos rumble strips covered with premix bituminous carpet ,15 -20 mm high at center ,250 mm wide placed at 1m center to -center at approved location to control, marked with white strips of road marking paint .

Road 1 km 0/000 - 1/000

Road 1 km 1/000-2/000

Road 1 km 2/000-3/000

Road 1 km 3/000-4/000

Road 2 km 0/00 - 1/000

Road 2 km 1/000-2/000

Road 2 km 2/000-3/000

Road 2 km 3/000-3/150

Road 3 km 1/000-2/000

Road 3 km 2/000-3/000

Road 3 km 3/000-3/150

providing and fixing of Retro reflectorised cautionary ,mandatory signs,with defination plate made out of high intensity grade prismatic sheeting conforming to IRC -67:2010 & ASTM D 4956-09 , Types IV specification and fixing over 1.5 mm thick aluminium sheet fixed on back support frame of 25 mm x25mmx3 mm mild steel angle and supported on the mild steel angle iron 75 mm x75 mm x 6mm firmly fixed to the ground by means properly designed foundation with M 15 grade cement concrete 45 cm x45 cm x60 cm below ground level ect complete including 7 years warranty for the retro reflective sheeting as per clause 6.9 of IRC 67-2010 specification ( as per MORT & spec. no 801)

Road 1 km 0/0-4/000m

90 cm Equilateral trainagle ( cautionary ) sign board

60 cm circular ( mandatory ) sign board

chevron sign 90 cm

Reflectors

Road 2 km 0/0-3/150m

90 cm Equilateral trainagle ( cautionary ) sign board

60 cm circular ( mandatory ) sign board

chevron sign 90 cm

Reflectors

Road 3 km 1/0-3/150m

90 cm Equilateral trainagle ( cautionary ) sign board

60 cm circular ( mandatory ) sign board

chevron sign 90 cm

Reflectors

Road marking with hot applied thermoplastic compound with reflectorising glass beard on bituminous surface Road 1 km 0/0-4/0

Road marking with hot applied thermoplastic compound with reflectorising glass beard on bituminous surface Road 2 km 0/0-3/150

Road marking with hot applied thermoplastic compound with reflectorising glass beard on bituminous surface Road 3 km 1/0-3/150

Kilometer Stone Reinforced Cement Concrete M15 grade kilometer stone /local stone of standard design as per IRC:8 fixing in position including painting and printing, etc., as per drawing and Technical Specification Clause 1703

Road 1 km 0/0-4/000m

(ii) Ordinary Kilometer Stone (Precast)

iii) 200m Stone (pre-cast)(HM stone)

iv ) Guard stone

Road 2 km 0/0-3/150m

(ii) Ordinary Kilometer Stone (Precast)

iii) 200m Stone (pre-cast)(HM stone)

iv ) Guard stone

Road 3 km 1/0-3/150m

(ii) Ordinary Kilometer Stone (Precast)

iii) 200m Stone (pre-cast)(HM stone)

iv ) Guard stone

Road 1 km 0/0-4/000m

construction of 1.50m span RCC Slab culvert Chainage at 500

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry ,cement concrete , wood work , steel work ,including T & P and scaffolding necessary , sorting the dismanted material, disposal of unserviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry , disposal of unerviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling , clearing away and carefully stacking material useful for re use .removal of cut stone slabs

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supplying and filling foundation and basement with filling sand in layer not more than 15 cm Thick well Ramed , watered and compacted compete complying with standard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Below sill)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Above sill )

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( 20 mm metal )

cemet concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of rainforcement and fabrication charges , centering and shuttering but including curing and shall be finished smooth with cement mortar 1: 3 , 12 mm thick and with krafit paper without claiming extra as directed by the department officer complete complying with standard specifications

supplying and fabricating and placing in position MS steel or ribbed T or steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire in all floor etc comacting complying with standard specification ( MS rod or RTS bar will be supplied department at section stores and cost will be recoverd at issue rate )

providing and fixing 20 mm thick compressible fiber board in expansion joints complete as per drawing and MORD technical specification

providing and fixing Tar paper for bearing between bed block & slab

providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel ,labour for fillig ,watering,and compacting etc completecomplying with standard specification and as directed by the department

construction of 1.50m span RCC Slab culvert Chainage at 618

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry ,cement concrete , wood work , steel work ,including T & P and scaffolding necessary , sorting the dismanted material, disposal of unserviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry , disposal of unerviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling , clearing away and carefully stacking material useful for re use .removal of cut stone slabs

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supplying and filling foundation and basement with filling sand in layer not more than 15 cm Thick well Ramed , watered and compacted compete complying with standard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Below sill)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Above sill )

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( 20 mm metal )

cemet concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of rainforcement and fabrication charges , centering and shuttering but including curing and shall be finished smooth with cement mortar 1: 3 , 12 mm thick and with krafit paper without claiming extra as directed by the department officer complete complying with standard specifications

supplying and fabricating and placing in position MS steel or ribbed T or steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire in all floor etc comacting complying with standard specification ( MS rod or RTS bar will be supplied department at section stores and cost will be recoverd at issue rate )

providing and fixing 20 mm thick compressible fiber board in expansion joints complete as per drawing and MORD technical specification

providing and fixing Tar paper for bearing between bed block & slab

providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel ,labour for fillig ,watering,and compacting etc completecomplying with standard specification and as directed by the department

construction of 1.50m span RCC Slab culvert Chainage at 1067

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry ,cement concrete , wood work , steel work ,including T & P and scaffolding necessary , sorting the dismanted material, disposal of unserviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry , disposal of unerviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling , clearing away and carefully stacking material useful for re use .removal of cut stone slabs

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supplying and filling foundation and basement with filling sand in layer not more than 15 cm Thick well Ramed , watered and compacted compete complying with standard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Below sill)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Above sill )

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( 20 mm metal )

cemet concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of rainforcement and fabrication charges , centering and shuttering but including curing and shall be finished smooth with cement mortar 1: 3 , 12 mm thick and with krafit paper without claiming extra as directed by the department officer complete complying with standard specifications

supplying and fabricating and placing in position MS steel or ribbed T or steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire in all floor etc comacting complying with standard specification ( MS rod or RTS bar will be supplied department at section stores and cost will be recoverd at issue rate )

providing and fixing 20 mm thick compressible fiber board in expansion joints complete as per drawing and MORD technical specification

providing and fixing Tar paper for bearing between bed block & slab

providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel ,labour for fillig ,watering,and compacting etc completecomplying with standard specification and as directed by the department

construction of 1.50m span RCC Slab culvert Chainage at 1384

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry ,cement concrete , wood work , steel work ,including T & P and scaffolding necessary , sorting the dismanted material, disposal of unserviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry , disposal of unerviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling , clearing away and carefully stacking material useful for re use .removal of cut stone slabs

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supplying and filling foundation and basement with filling sand in layer not more than 15 cm Thick well Ramed , watered and compacted compete complying with standard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Below sill)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Above sill )

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( 20 mm metal )

cemet concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of rainforcement and fabrication charges , centering and shuttering but including curing and shall be finished smooth with cement mortar 1: 3 , 12 mm thick and with krafit paper without claiming extra as directed by the department officer complete complying with standard specifications

supplying and fabricating and placing in position MS steel or ribbed T or steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire in all floor etc comacting complying with standard specification ( MS rod or RTS bar will be supplied department at section stores and cost will be recoverd at issue rate )

providing and fixing 20 mm thick compressible fiber board in expansion joints complete as per drawing and MORD technical specification

providing and fixing Tar paper for bearing between bed block & slab

providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel ,labour for fillig ,watering,and compacting etc completecomplying with standard specification and as directed by the department

construction of 1.50m span RCC Slab culvert Chainage at 2656

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry ,cement concrete , wood work , steel work ,including T & P and scaffolding necessary , sorting the dismanted material, disposal of unserviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry , disposal of unerviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling , clearing away and carefully stacking material useful for re use .removal of cut stone slabs

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supplying and filling foundation and basement with filling sand in layer not more than 15 cm Thick well Ramed , watered and compacted compete complying with standard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Below sill)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Above sill )

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( 20 mm metal )

cemet concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of rainforcement and fabrication charges , centering and shuttering but including curing and shall be finished smooth with cement mortar 1: 3 , 12 mm thick and with krafit paper without claiming extra as directed by the department officer complete complying with standard specifications

supplying and fabricating and placing in position MS steel or ribbed T or steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire in all floor etc comacting complying with standard specification ( MS rod or RTS bar will be supplied department at section stores and cost will be recoverd at issue rate )

providing and fixing 20 mm thick compressible fiber board in expansion joints complete as per drawing and MORD technical specification

providing and fixing Tar paper for bearing between bed block & slab

providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel ,labour for fillig ,watering,and compacting etc completecomplying with standard specification and as directed by the department

construction of Retaning Wall Ch.1/400 - 3/400

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material. ch 1360-1380 (Left side)

supply and filling with foundation and Basement with filling sand in layer not more than 15 cm thick well ramed ,water and compated complete complying with stanard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2.5:5) ch1360 -1380

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) below Sill ch 1360-1380 (Left side)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill level ch 1360-1380 (Left side)

providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7 ch ch 1360-1380 (Left side)

Filter media behind abutment wing wall and return wall complete as per drawing and Techinical specification ch 1360-1380 (Left side)

Road 2 km 0/0-3/150m

Construction of 1.5 m Span Culvert CH 502

Dismantling of existing structure like culverts ,bridges ,retaining wall and other structure comprising of masonry , cement concrete ,wood work,steel work including T & P and scaffolding whrerever necessarysorting the dismantled material disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m asper Technical Specification Clause

Dismantling of existing structure like culverts ,bridges ,retaining wall and other structure comprising of brick masonry including disposal of unserviceable material and stacking the servicable material with all lift and lead of 1000 m asper \technical Specification Clause 202

Dismantling , Clearing away and carefully stacking materials useful for re use removal of cut Stone slabs

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supply and filling with foundation and Basement with filling sand in layer not more than 15 cm thick well ramed ,water and compated complete complying with stanard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2.5:5)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Below Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:1.5:3 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:1.5:3)

Supply and Fabricating and placing in position MS Steel or Ribbed Tor Steel for all Reinforcement Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with satndard specification.

Providing and fixing 20 mm thick Compressible fiber Board in expansion joint complete asper drawing and MORD technical specification

Providing and fixing Tar Paper for bearing between Bed Block and Deck Slab

Providing Wheepholes in brick mason/stone masonry palin/reinforced concrete abutment ,wing wall ,return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V) " 20 (H) towards drawing face complete asper drawing and technical specification clauses 614,709,1204.3.7

Gravel filling between body wall cost and onveyance of gravel labour for filling , watering and compacting etc.,

Construction of 1.5 m Span Culvert CH 1100

Dismantling of existing structure like culverts ,bridges ,retaining wall and other structure comprising of masonry , cement concrete ,wood work,steel work including T & P and scaffolding whrerever necessarysorting the dismantled material disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m asper Technical Specification Clause

Dismantling of existing structure like culverts ,bridges ,retaining wall and other structure comprising of brick masonry including disposal of unserviceable material and stacking the servicable material with all lift and lead of 1000 m asper \technical Specification Clause 202

Dismantling , Clearing away and carefully stacking materials useful for re use removal of cut Stone slabs

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supply and filling with foundation and Basement with filling sand in layer not more than 15 cm thick well ramed ,water and compated complete complying with stanard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2.5:5)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Below Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:1.5:3 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:1.5:3)

Supply and Fabricating and placing in position MS Steel or Ribbed Tor Steel for all Reinforcement Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with satndard specification.

Providing and fixing 20 mm thick Compressible fiber Board in expansion joint complete asper drawing and MORD technical specification

Providing and fixing Tar Paper for bearing between Bed Block and Deck Slab

Providing Wheepholes in brick mason/stone masonry palin/reinforced concrete abutment ,wing wall ,return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V) " 20 (H) towards drawing face complete asper drawing and technical specification clauses 614,709,1204.3.7

Gravel filling between body wall cost and onveyance of gravel labour for filling , watering and compacting etc.,

Construction of 1.5 m Span Culvert CH 1400

Dismantling of existing structure like culverts ,bridges ,retaining wall and other structure comprising of masonry , cement concrete ,wood work,steel work including T & P and scaffolding whrerever necessarysorting the dismantled material disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m asper Technical Specification Clause

Dismantling of existing structure like culverts ,bridges ,retaining wall and other structure comprising of brick masonry including disposal of unserviceable material and stacking the servicable material with all lift and lead of 1000 m asper \technical Specification Clause 202

Dismantling , Clearing away and carefully stacking materials useful for re use removal of cut Stone slabs

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supply and filling with foundation and Basement with filling sand in layer not more than 15 cm thick well ramed ,water and compated complete complying with stanard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2.5:5)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Below Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:1.5:3 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:1.5:3)

Supply and Fabricating and placing in position MS Steel or Ribbed Tor Steel for all Reinforcement Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with satndard specification.

Providing and fixing 20 mm thick Compressible fiber Board in expansion joint complete asper drawing and MORD technical specification

Providing and fixing Tar Paper for bearing between Bed Block and Deck Slab

Providing Wheepholes in brick mason/stone masonry palin/reinforced concrete abutment ,wing wall ,return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V) " 20 (H) towards drawing face complete asper drawing and technical specification clauses 614,709,1204.3.7

Gravel filling between body wall cost and onveyance of gravel labour for filling , watering and compacting etc.,

Construction of 1.5 m Span Culvert CH 1161

Dismantling of existing structure like culverts ,bridges ,retaining wall and other structure comprising of masonry , cement concrete ,wood work,steel work including T & P and scaffolding whrerever necessarysorting the dismantled material disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m asper Technical Specification Clause

Dismantling of existing structure like culverts ,bridges ,retaining wall and other structure comprising of brick masonry including disposal of unserviceable material and stacking the servicable material with all lift and lead of 1000 m asper \technical Specification Clause 202

Dismantling , Clearing away and carefully stacking materials useful for re use removal of cut Stone slabs

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supply and filling with foundation and Basement with filling sand in layer not more than 15 cm thick well ramed ,water and compated complete complying with stanard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2.5:5)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Below Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:1.5:3 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:1.5:3)

Supply and Fabricating and placing in position MS Steel or Ribbed Tor Steel for all Reinforcement Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with satndard specification.

Providing and fixing 20 mm thick Compressible fiber Board in expansion joint complete asper drawing and MORD technical specification

Providing and fixing Tar Paper for bearing between Bed Block and Deck Slab

Providing Wheepholes in brick mason/stone masonry palin/reinforced concrete abutment ,wing wall ,return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V) " 20 (H) towards drawing face complete asper drawing and technical specification clauses 614,709,1204.3.7

Gravel filling between body wall cost and onveyance of gravel labour for filling , watering and compacting etc.,

Construction of 1.5 m Span Culvert CH 2339

Dismantling of existing structure like culverts ,bridges ,retaining wall and other structure comprising of masonry , cement concrete ,wood work,steel work including T & P and scaffolding whrerever necessarysorting the dismantled material disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m asper Technical Specification Clause

Dismantling of existing structure like culverts ,bridges ,retaining wall and other structure comprising of brick masonry including disposal of unserviceable material and stacking the servicable material with all lift and lead of 1000 m asper \technical Specification Clause 202

Dismantling , Clearing away and carefully stacking materials useful for re use removal of cut Stone slabs

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supply and filling with foundation and Basement with filling sand in layer not more than 15 cm thick well ramed ,water and compated complete complying with stanard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2.5:5)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Below Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:2:4) Above Sill

cement concrete 1:1.5:3 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( foundation concrete c.c 1:1.5:3)

Supply and Fabricating and placing in position MS Steel or Ribbed Tor Steel for all Reinforcement Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc., complete complying with satndard specification.

Providing and fixing 20 mm thick Compressible fiber Board in expansion joint complete asper drawing and MORD technical specification

Providing and fixing Tar Paper for bearing between Bed Block and Deck Slab

Providing Wheepholes in brick mason/stone masonry palin/reinforced concrete abutment ,wing wall ,return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V) " 20 (H) towards drawing face complete asper drawing and technical specification clauses 614,709,1204.3.7

Gravel filling between body wall cost and onveyance of gravel labour for filling , watering and compacting etc.,

Construction of Hard Bed Ch 2210

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling in trenches with excavated suitable material.

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

Construuction of Granular Sub -base by providing well graded material ,spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotator at OMC and compacting with three Wheel 80-100 KN static roller capacity to achive the desired density complete asper Technical Specification Clause 402

Providing, laying, spreading and compacting stone aggregates of specific sizes to Wet mix 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

Construction Joint only ,plain cement concrete Pavement thickness asper design over a prepard sub base with 43 grade cement or any other type asper clause 1501.2.2 M 30 ( Grade ) coarse and fine aggregate conforming to IS :383 maximum size of coarse aggregate not exceeding 25 mm , mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixied side formwork ( steel channel , laying and fixing of 125 micron thick polythene film ,wedges steel plates including levelling the form work asper drawing ) spreading the concrete with shovels ,rakes ,compacted using needle screed and plate vibrators and finished in continous operation including provision of contraction and expansio ,construction joints , applying debonding strips ,primer,sealant,dowel bars near approaches to bridge/culvewrt and construction joints ,admixtures as approved ,curing of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade asper drawing and Technical specification Clause 1501

Road 3 km 1/0-3/150m

1.construction of 1.5 span RCC Slab @ ch 1853

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry ,cement concrete , wood work , steel work ,including T & P and scaffolding necessary , sorting the dismanted material, disposal of unserviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry , disposal of unerviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Removing all types of Hump pipes and stacking with in a lead of 1000 m including Earthwork and Dismandling of Masonry Works as per Technical Specification clause 202

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supplying and filling foundation and basement with filling sand in layer not more than 15 cm Thick well Ramed , watered and compacted compete complying with standard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Below sill)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Above sill )

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( 20 mm metal )

cemet concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of rainforcement and fabrication charges , centering and shuttering but including curing and shall be finished smooth with cement mortar 1: 3 , 12 mm thick and with krafit paper without claiming extra as directed by the department officer complete complying with standard specifications

supplying and fabricating and placing in position MS steel or ribbed T or steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire in all floor etc comacting complying with standard specification ( MS rod or RTS bar will be supplied department at section stores and cost will be recoverd at issue rate )

providing and fixing 20 mm thick compressible fiber board in expansion joints complete as per drawing and MORD technical specification

providing and fixing Tar paper for bearing between bed block & slab

providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel labour for fillung watering and compacting etc complete complying with standard specification and as directed by the departmental officer

2.construction of 1.5 span RCC Slab @ ch 2590

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry ,cement concrete , wood work , steel work ,including T & P and scaffolding necessary , sorting the dismanted material, disposal of unserviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry , disposal of unerviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling of Clearing away and carefully stacking material useful for re use Removal of cut stone slabs

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supplying and filling foundation and basement with filling sand in layer not more than 15 cm Thick well Ramed , watered and compacted compete complying with standard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Below sill)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Above sill )

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( 20 mm metal )

cemet concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of rainforcement and fabrication charges , centering and shuttering but including curing and shall be finished smooth with cement mortar 1: 3 , 12 mm thick and with krafit paper without claiming extra as directed by the department officer complete complying with standard specifications

supplying and fabricating and placing in position MS steel or ribbed T or steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire in all floor etc comacting complying with standard specification ( MS rod or RTS bar will be supplied department at section stores and cost will be recoverd at issue rate )

providing and fixing 20 mm thick compressible fiber board in expansion joints complete as per drawing and MORD technical specification

providing and fixing Tar paper for bearing between bed block & slab

providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel labour for fillung watering and compacting etc complete complying with standard specification and as directed by the departmental officer

3.construction of 1.5 span RCC Slab @ ch 2765

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry ,cement concrete , wood work , steel work ,including T & P and scaffolding necessary , sorting the dismanted material, disposal of unserviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Dismantling of existing struture like culvert , retaining walls , and other struture comparing of masonry , disposal of unerviceable material and stacking the serviceable material with all lift lead of 1000 m as per technical specification clause 202.

Removing all types of Hump pipes and stacking with in a lead of 1000 m including Earthwork and Dismandling of Masonry Works as per Technical Specification clause 202

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 305.10 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, and disposal upto lead of 50 m dressing of sides and bottom and back filling in trenches with excavated suitable material.

supplying and filling foundation and basement with filling sand in layer not more than 15 cm Thick well Ramed , watered and compacted compete complying with standard specification

cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Below sill)

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( Above sill )

cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layer of not more than 15 cm thick compacting complying with standard specification and as directed ( 20 mm metal )

cemet concrete 1:1.5:3 using 20 mm ISS HBG metal for all RCC item of works excluding cost of rainforcement and fabrication charges , centering and shuttering but including curing and shall be finished smooth with cement mortar 1: 3 , 12 mm thick and with krafit paper without claiming extra as directed by the department officer complete complying with standard specifications

supplying and fabricating and placing in position MS steel or ribbed T or steel for all reinforced cement concrete works as per the design given including cost of steel and blinding wire in all floor etc comacting complying with standard specification ( MS rod or RTS bar will be supplied department at section stores and cost will be recoverd at issue rate )

providing and fixing 20 mm thick compressible fiber board in expansion joints complete as per drawing and MORD technical specification

providing and fixing Tar paper for bearing between bed block & slab

providing weepholes in bricks masonry /stone nasonsry , plain /reinforced concrete abutment ,wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slopes of 1 (v ) :20(H) toward drawing face completeas per drawing technical specification clause 614,1204.3.7

Gravel filling between body wall including cost and conveyance of gravel labour for fillung watering and compacting etc complete complying with standard specification and as directed by the departmental officer

providing and fixing name board

providing and fixing citizen information board of PMGSY project

providing and fixing maintainance information board of PMGSY project

providing and fixing logo of PMGSY project

Routine Maintenance

first year

Second Year

Third Year

Fourth Year

Fifth Year

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}

Sri Yogalakshmi Bule Metal