Widening and Upgradation of Samana Bhawanigarh Road RD 3.00 to 20.30 length 17.30 km under CRIF Scheme

Amount

Widening of Road Work:- (Part-A-I of Civil Works)

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Excavation for roadwork in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom with side slopes, in accordance with requirements of lines, grades and cross sections including all lifts and combined lead up to 60 mtr. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Construction of Embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Dismantling of flexible pavements and disposal of dismantled materials, stacking serviceable and unserviceable materials separately. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Providing laying spreading and compacting Granular Sub Base 200mm thick in single layer of (with thickness of single layer not exceeding 200mm compacted) of natural sand, crushed gravel, crushed stone,crushed slag or combination thereof depending upon the grading required.Use of material like brick metal,Kankar & crushed concrete shall be permitted in the lower sub base.The material shall be free from organic or other deleterious constituents and shall conform to the gading given in Table 400-1 and physical requirements given in Table 400-2 grading III and IV shall preferably be used in lower sub base.Grading V & VI shall be used as a sub base-cum- drainages layer.Where the sub base is laid in two layers as upper sub base &lower sub base ,the thickness of each layershall not be less than 150mm transportation of material and spreading on the prepared sub grade with help of motor grader to required slopes and grades with moisture contents 1% to 2% the optimum moisture content and rolling with static smooth wheeled roller (80-100 KN) in case compacted layer does not exceed 100mm and with vibratory roller (of minimum 80-100 KN.) for compacted layer not exceeding 250mm to achieve field density not less than 98% of maximum dry density determined in laboratory, checking for any high spots or depressions which become apparent corrected by removal or adding fresh material, including cost of tools and plants, templates, barriers, lighting arrangements at night maintenance of diversions, regulation of traffic etc. complete in all respects as per MORT&H specification 401, as per drawing, instructions and to the entire satisfaction of Engineer. Quality Control of work and arrangement of traffic shall be maintained as per section 900 & clause 112 of MORT&H specifications 5th revision 2013 respectively. The protection of edges of granular sub base extended over the full formation as shown in the drawing shall be considered incidental to the work of providing and laying GSB and no extra payment shall be made for the same. Rate shall be paid as per clause 401.8 of MORT&H specifications (5th revision 2013)

Providing, laying, spreading & compacting clean, crushed, graded aggregate & granular material, premixed with water to dense mass on a prepared sub grade/sub base /base or existing pavement as the case may be with the requirtments of these specification. The material shall be laid in one or more layers as necessary to lines,grades &cross sections shown on the approved Drawings or as directed by the engineer. The thickness of single compacted Wet Mix Macadam layer shall not be less then 75mm.whan vibrating or other approved types of compacting equipment are used , The compacted depth of a single layer of the sub base course may be upto200mm with the approval of the engineer. Wet Mix Macadam shall be prepared in an approved mixing Plant to suitable capacity having provision for controlled addition of water and forced/positive mixing arrangement like Pugmill or pan type mixer of concrete batching plant.The thick in suitable two layers of 125/100mm thick each, with materials conforming to physical requirement laid in Table 400 -15 and grading laid in Table 400-14 of M.O.R.T.& H specifications, spreading by a Paver Finisher as per clause 406.3.4 to the required thickness, slopes, grades and rolling with smooth wheel roller ( 80-100KN) for compacted single layer does not exceed 200 mm and vibratory roller (80-100 KN ) for layer upto 250mm till density achieved is 98% of maximum dry density in laboratory, checking for any high spot corrected by removal or adding fresh material including cost of tool and plants, template, barriers, lighting arrangement at night, maintenance of diversion, regulation of traffic etc. complete in all respects as poer M.O.R.T.& H specifications clause No 406 as per instructions and to the entire satisfaction of Engineer, Arrangement of quality control and traffic arrangement shall be done as per section 900 and clause 112 of Ministry of Road Transport & Highways (5th revision 2013) respectively.

Providing and applying Prime Coat with bitumen emulsion (Rapid setting ) on prepared surface of granular (WMM) base including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm. using mechanical means as per MORT&H specifications Clause No. 502 (5th revision, 2013) .

Providing and applying tack coat with Bitumen Emulsion (Rapid Setting) @ 0.20 Kg. Per Sqm. area over prime coat surface with pneumatic tyred self propelled pressure sprayer equipped arrangement, suitable pump, adequate capacity compressor and spraying bar with nozzles for spraying material uniformly at specified rate including all kind of material and labour inclusive of cleaning of surface free from dust, dirt and any extraneous materials including curing as per requirements including cost of barriers, lighting arrangements at night, maintenance of diversion, and regulation of traffic etc. complete in all respects as per Ministry of Road Transport & Highways specifications Clause No. 503 (5th revision, 2013)

Providing and laying Dense graded bituminous macadam (Grade-II) in single layers of 50mm compacted thickness in a single course after applying tack coat @ 0.20 kgt per sqm. areaa on paved shoulder portion black top surface over the base previously prepared in accordance with Ministry of Road Transport & Highways specifications (Fifth Revision 2013) after mixing the aggregate and VG-40 Grade Bulk bitumen @4.5% by weight of total mix in a Electronic Operated Batch Type Hot mix plant as per approved mix and laying the same over black top surface with electronic sensor paver in accordance with clause 505 of Ministry of Road Transport & Highways specification (Fifth revision 2013) for Dense Bitumen Macadam. Afer spreading of the mix as per clause 505.4.8 the entire surface during the operations shall be rolled with road roller of 8-10 tonne and then 6-8 tonne smooth wheeled tandem roller (Static weight) as Per clause 505.4.9. Through unit rate for this item includes the cost of aggregate and bitumen in a Batch Type Hot Mix Plant and carriage from Batch type hot mix plant to site of work, templates, barriers, lighting arrangements and sundries etc., and the execution of the work shall confirm to clause 505 of Ministry of Road Transport & Highways specifications for Road and Bridge Works. The Dense Bitumen Macadam for the purpose of payments shall be measured in Cubic Metre. The contract unit rate shall be as specified in clause 505-9 except that the rate shall include the provision of bitumen @4.5% if bitumen/binder content required is more than as specified in BOQ and MORT&H fith revision no extra payment will be made. The extra bitumen/binder content will be considered as incidental to work. The contract unit rate for Dense Bituminous Macadam shall be payment in full for carrrying out the required operations as specified. The rate shall include for, all components listed in clause 501.8.8.2 (i) to (xi) of Ministry of Road Transport & Highways specifications for Road and bridges work fifth revision (2013). Before starting the work, the contractor shall propose different percentage of different sizes of coarse and fine aggregates which be intends to mix in order to get required grading., The same will be approved by the Engineer-In-Charge after carrying out the required tests. The proportions so approved shall be termed design Job Mix formula after approval of Job Mix Formula.

NOTES:- (1) The Execution of Dense Bituminous Macadam will be done only after approval of Job Mix Formula from the competent authority i.e Engineer-in-charge.

(2) Apart from the conformity with the grading and quality requirement of individual ingredients, the mix aggregate i.e stone metal, crushed bajri and fine aggregate for Bituminous Macadam Course (Grading -2) for 50mm thickness shall meet all requirement set forth in clause 505 of Ministry of Road Transport & Highway specifications Road & Bridge Works.

(3) The final grading for aggregate required for Dense Bituminous Macadam Course (Grading -2) of 50mm thickness confirming to Table 500-10 of Ministry of Road Transport & Highways specification for Road & Highways specifications for Road & Bridges work fifth Revision (2013) shall be determined by the Engineer-in-charge after getting Dense Bituminous Macadam (Grading-2) designed from either C.R.R.I, New Delhi of Punjab Engineering College, Chandigarh or Punjab PWD labortary, Patiala of any other reputed laboratory approved by Chief Engineer, Punjab PWD B&R Brnach, Patiala after obtaining 60% of the materials for the required grading at plant site. The design mix so finally approved by the Engineer-in-charge shall be termed as approved Job mix formula if it is withing permissible limits.

(4) The approved mix shall be exhibit the following details, Source and Location of all materials. (4.1) Binder VG 40 Grade Bulk Bitumen expressed as percentage by weight of total mix. (4.2) Stone aggregate of 26.5 mm guage expressed as a percentage by weight of total mix. (4.3) Crushed bajri of 11.2 mm guage expressed as a percentage by weight of total mix. (4.4) Fine aggregate expressed as a percentage by weight of total mix., (4.5) A single definite percentage passing the each sieve for the mix aggregate. (4.6) Filler expressed as a percentage by weight of total mix. (4.7) Density of Dense Bituminous Macadam in labortary should not be less than 2.31 gm/cc.

(5) The contractor thereafter shall be requied to complete the supply of various in-gradients mentioned above from an approved quarry/sources as per norms & conditions for Dense Bituminous Macadam course (Grading-2) of 50 mm thickness as per portions stipulated in the approved job mix formula.

(6) The contracor shall start laying work only after ahieving the required mixing of temperature of the mix and same be got duly checked from engineer or his authorized representative.

Providing and laying Bituminous Concrete of 30 mm compacted thickness in a single course after applying tack coat @ 0.20 kgt per sqm. areaa on Dense Bituminous Macadam Surface over over the base previously prepared in accordance with Ministry of Road Transport & Highways specifications (Fifth Revision 2013) after mixing the aggregate and CRMB-55 bitumen in Electronic Operated Batch Type Hot mix plant as per approved mix and laying the same with the help of electronic sensor paver as per Ministry of Road Transport & Highways specification . Afer spreading of the mix as per clause 507.4.7 the entire surface during the operation shall be rolled with road roller of 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6-8 tonne smooth wheeled tendem roller as Per clause 507.4.8. The Through unit rate for this item includes the cost of aggregate, bitumen filler fuel for heating bitumen in a boiler premixing of stone aggregate and bitumen in an electronic operated Batch Type Hot Mix Plant and carriage of premixed materials from Batch type hot mix plant to site of work, templates, barriers, lighting arrangements and sundries etc., The Bitumenious Concrete for the purpose of payment shall be measured in Cubic Metre. The contract unit rate shall be all as specified in clause 507-9 except that the rate shall be include the provision of Bitmen @5.40 % by weight of total mixture. If bitumen/binder content required is more than as specified in BOQ & MORT&H (5th revision) no extra payment will be made. The extra bitmen/binder content will be considered as incidental to work, before starting the work, the contractor shall propose different percentage of different sizes of coarse & fine aggregates which be intends to mix in order to get required grading. The same will be approved by the Engineer-in-charge after the total quantity of bitumen for Bituminous Concrete.

NOTES:- (1) A part from the confrimity with the grading and quantity requirement of individual ingredients, the mix aggregtate i.e crushed bajri, fine aggregate, filler for bituminous concrete (grading-2) for 30mm thickness shall meet all requirement set forth in clause 507 of MORT&H specifications (5th revision 2013)

(2) The final grading for aggregate required for Bituminous Concrete confirming to Table 500-17 of Ministry of Road Transport & Highways specification (5th Revision 2013) shall be determined by the Engineer-in-charge after getting Bituminous Concrete designed from either C.R.R.I, New Delhi of Punjab Engineering College, Chandigarh or Punjab PWD labortary, Patiala of any other reputed laboratory approved by Superintending Engineer, Punjab PWD B&R Brnach, Patiala after obtaining 60% of the materials for the required grading at plant site. The design mix so finally approved by the Engineer-in-charge shall be termed as approved Job mix formula if it is within permissible limits.

(3) The approved mix shall be exhibit the following details, Source and Location of all materials. (3.1) Source and loation of all materials (3.2) Binder CRMB-55 expressed as percentage by weight of total mix. (3.3) Crushed bajri of 11.2 mm /13.2 mm guage expressed as a percentage by weight of total mix. (3.4) Fine aggregate expressed as a percentage by weight of total mix. (3.5) filler expressed as a percentage by weight of total mix. (3.6) A single definite percentage passing the each sieve for the mix aggregate. (3.7) Density of Bituminous Concrete in labortary should not be less than 2.36 gm/cc.

(5) The contractor thereafter shall be requied to complete the supply of various in-gradients mentioned from an approved quarry/sources mentioned above for Bituminous Concrete as per portions stipulated in the approved job mix formula.

(6) Filler 2% which may be Rock Ash tydrated lime or cement. The limit having not less than 80% calcium carbonate, as filler should be preferred.

Providing and laying Hot Applied Thermo- plastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free from steaks and holes complete in all respects as per MORT&H specification 803 5th Revision 2013.

Reflective Pavement Markers (Road Studs) Providing & Fixing Reflective Pavement Markers (Road Studs) from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS) or any other suitable material approved by the Engineer with twin shanks. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing toal internal reflection of the light enterning the lens face. Lenses shall be moulded of methyl methecrylate conforrming to ASTM D 788 or equivalent. The slope or retro-reflecting surface shall prefeably be 35 + 50 to base and the area of each retro-reflecting surface shall not be less than 13.0 sqcm. Marker height shall not be less than 10 mm and shall not exceed 20 mm and its width shall not exceed 130 mm. The road studs shall be legibly marked with the name, trade mark or other means of identification of the manufacturer. No nails shall be used to affix the marker so that they do not pose safety hazard on the roads. Fixing will be done by driling holes on the road for the shankes to go inside and using the adhesives and the procedure recommended by the manufacturer and complete as per technical clause 804 of MoRT&H specifications (Fifth Revision) and as directed by the Engineer. The contractor shall obtain from the manufacturer a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel and submit the same to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Reinforced cement concrete M-15 grade 5th Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. complete in all respects as per MORT&H specification 804 5th Revision 2013.

Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications 5th Revision 2013.

Reinforced cement concrete M-15 grade 200 metre stone of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specification 5th Revision 2013.

Advance Direction sign board 1200x900mm rectangular as as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two mild steel angle iron posts 65x65x6mm firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warranty as per clause 6.9 of IRC 67-2012 for Type XI retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Mandatory sign board 600mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warranty as per clause 6.9 of IRC 67-2012 for Type XI retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warranty as per clause 6.9 of IRC 67-2012 for Type XI retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Hazard Marker Sign Board 300x900mm Rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years pre-qualification warranty as per clause 6.9 of IRC 67-2012 for Type XI retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade rubber molded smooth finished with strong vibratory process and of approved size and design / shape laid in ordinary grey colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per directions of Engineer-in-Charge. Complete in all respect as per PWD specifications.

Providing & Constructing of Cross Drainage and Protection Works as required at site condition:-

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Providing and Fixing Plain cement concrete M-20 grade-III precast kerb 250mm high with bottom width 165mm and top width 115mm fixed in position on earth base including carriage to site of work complete as per technical clause 409 of MORT&H specifications 5th revision 2013.

Providing and Laying Cement Concrete 1:8:16 with stone ballast or shingle in foundation complete in all respect as PWD specifications & MORT&H specifications 5th revision 2013.

Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer- in- charge Complete in all respect as per PWD specifications.

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface & painting two coats with synthetic enamel paints on plastered, concrete. (with ordinary paints) including preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Providing and fixing Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. Complete in all respect as per as per PWD specifications.

Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.

Furnishing and Placing Reinforced cement concrete Grade M35 in sub-structure & super-structure as per drawing and Technical Specification including centring & shuttering & Steel with mesh,mixer & vibrator. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Furnishing and Placing Reinforced cement concrete Grade M35 in foundation as per drawing and Technical Specification including centring & shuttering & Steel with mesh,mixer & vibrator. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Furnishing and Placing Reinforced cement concrete Grade M20 in super-structure as per drawing and Technical Specification including centring & shuttering & Steel with mesh,mixer & vibrator. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Providing and Laying Cement Concrete 1:2:4 with stone ballast or shingle in foundation Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Providing and Laying Cement Concrete 1:3:6 with stone ballast or shingle in foundation complete in all respect MORT&H specifications 5th revision 2013.

Providing and Laying Cement Concrete 1:4:8 with stone ballast or shingle in foundation complete in all respect as MORT&H specifications 5th revision 2013.

First Class B.B. work laid in cement sand mortar 1:3 in foundation & plinth complete in all respect as MORT&H specifications 5th revision 2013.

12.5mm Cement Plaster 1:3 complete in all respect as MORT&H specifications 5th revision 2013.

Pointing with cement mortar 1:3 on brickwork complete in all respect as MORT&H specifications 5th revision 2013.

Supplying, fitting and placing HYSD bar Fe-500 reinforcement in superstructure including cutting, bending, binding Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Dismantling Brick / Tile work of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Dismantling Cement Concrete Grade M-15 & M-20 of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. Complete in all respect as per MORT&H Specifications 5th Revision 2013.

Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight Complete in all respect as per MORT&H Specifications 5th Revision 2013.

M/s AK Builders