Tirupathur District PMGSY III Batch I 2020 - 21 Improvement of Road from MRL18-Selliamman vattam to Kurumankuttai road (via)Thokkiyam Km 0/0 - 4/0,Kandhili Block Package No TN26146

Amount

MRL18-Selliamman vattam to Kurumankuttai road (via)Thokkiyam Km 0/0 - 4/0

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.

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

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.

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 )

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

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)

Providing, laying, spreading and compacting stone aggregates of wet mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage 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 desiered density,

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 0.70-0.10kg/ sqm using mechanical means as per MORD Technical Specification Clause 502.

Providing and applying TACK Coat with bitumen emulsion (SS –I) using emulsion distributor at the rate of 0.275kg/ on the prepared granular surface treated with primer and cleaned with hydraulic broom as per MORD Technical Specification Clause 503

Providing laying and rolling of open - graded premix carpet of 20mm tk composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previousely prepared base,including mixing in a suitable plant,laying and rolling with a three wheel 80-100 kn static roller capacity,finished to required level and grades to be followed by seal coat of either type A or type B Type C as per Techinical Specification Clause 508

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-A as per MORD Technical Specification Clause 510.

NEW TECHNOLOGY(ZYDEX)

Waterproofing of the shoulder surface by spraying 1 kg of terrasil or equivalent and 1 kg of zycobond or equivalent in the ratio of 1:1:200 with potable water and spraying on the surface @3lits /sqm and compacting with a static roller .complete job

construction of the sub base and base by way of using blended material comprising of 60%available soil of CBR>5;40%GSB material grade B:3%cement by weight of soil ;1kg of terrasil or eqeuvalent per cum &1 kg of zycobend or equivalent per cum;mechanically blended using a rotavator at optimum moisture content;laid in two layers of eqivalent depth each and duly compacted with static roller including maintaining the camber as per specifications.complete job ;finished work to be measurd ( ref :MORD sl no4.11-(i) page no 4-20)

construction of 20mm compacted grit layer by way of using blended material comprising of aggregated of 13.2mm@20%;11.2mm nominal size@ 20%;Crushed stone chipping 6.7mm size 100%passing 9.5mm sieve and retained on 2.36mm sieve @20%& Crushed sand or grit passing 2.36mm sieve and retained on 180micron sieve @40%duly mixed with potable water duly compacted with vibratory roller including maintaining the camber as per specification .complete job ,finished work to be measured

Waterproofing of the shoulder surface by spraying 1 kg of terrasil or equivalent and 1 kg of zycobond or equivalent in the ratio of 1:1:200 with potable water and spraying on the surface @3lits /sqm and compacting with a static roller .complete job (sholder sub grade)

Sub Grade

Providing and applying Primer Coat with cationic bitumen emulsion water based modified with Nanotechnology based penetrative reactive water soluble organosilane material ( forming water clear solution) qualifying as per the test on prepared surface of granular base including cleaning of road surface and prime coat mix made using 100 part castionic bitumen Emulsion (grade CSS –I) and 200 parts of Nanotechnology solution (1 kg Terraprime :200 Liter water (1000 ppm TDS ) and spraying a the rate of 1.35 Kg/sqm using mechanical means as per Technical specification.

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. (ref : Mord pg .no 5-24)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-A as per MORD Technical Specification Clause 510.

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 .

providing and fixing name board

providing and fixing logo of PMGSY project

providing and fixing citizen information board of PMGSY project

providing and fixing maintainance information board of PMGSY project

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)

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

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

(ii) Ordinary Kilometer Stone (Precast)

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

iv ) Guard stone

construction of 1.50 m span RCC slab cullvert at ch 400

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.

Dismandaling clearing away and carefully stacking materils useful for reuse removal of cut 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

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

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

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 20mm 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 30m hard bed at ch 600

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 and fine aggregate not exceeding to IS :383,maximum size of course aggregate not exceeding 25mm mixed in a concrete mixer of not less thn 0.20 cum capacity and appropriate weight batcher using approved design laid in approved fixed side form work ( steel channel laying and fixing of 125 micron thick polythene film wegges steel plates including lelling the form work as per drawing spreading the cocrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuios operation including provision of contraction an expection construction joints , applying debounding strips , primer , Salant , dowel bars , near approaches to bridges / culvert and construction joints, admixtures as approved , curing of concrete slabs for fouteen days using componund ( where specified ) and water finishing to lines and grade as per drawing and Technical Specification clause1501

construction of 1.50 m span RCC slab cullvert at ch 1600

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 HUME pippes and stacking within a lead of 1000m 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.

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

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

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

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 20mm 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 1.50 m span RCC slab cullvert at ch 1850

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.

Dismandaling clearing away and carefully stacking materils useful for reuse removal of cut 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

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

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

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 20mm 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 1.50 m span RCC slab cullvert at ch 2340

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.

Dismandaling clearing away and carefully stacking materils useful for reuse removal of cut 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

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

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

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 20mm 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 1.50 m span RCC slab cullvert at ch 2560

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.

Dismandaling clearing away and carefully stacking materils useful for reuse removal of cut 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

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

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

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 20mm 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 1.50 m span RCC slab cullvert at ch 3105

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.

Dismandaling clearing away and carefully stacking materils useful for reuse removal of cut 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

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

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

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 20mm 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

constrution of 50m hard bed at ch 3200 1no

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 and fine aggregate not exceeding to IS :383,maximum size of course aggregate not exceeding 25mm mixed in a concrete mixer of not less thn 0.20 cum capacity and appropriate weight batcher using approved design laid in approved fixed side form work ( steel channel laying and fixing of 125 micron thick polythene film wegges steel plates including lelling the form work as per drawing spreading the cocrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuios operation including provision of contraction an expection construction joints , applying debounding strips , primer , Salant , dowel bars , near approaches to bridges / culvert and construction joints, admixtures as approved , curing of concrete slabs for fouteen days using componund ( where specified ) and water finishing to lines and grade as per drawing and Technical Specification clause1501

construction of 1.50 m span RCC slab cullvert at ch 3900

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.

Dismandaling clearing away and carefully stacking materils useful for reuse removal of cut 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

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

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

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 20mm 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

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}

Santhakumar