Widening and Strengthening of Phagwara Jandiala Nakodar road Km 0 00 to Km 8 60 in District Kapurthala Under CRF scheme

Amount

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.

Scarifying the Existing Bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead complete in all respects.

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.

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.

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.

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.

Providing laying spreading and compacting Granular Sub Base 150/300mm thick in two 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 of Dense Bituminous Macadam (Grading-2) in single layers of 75mm compacted thickness in a single course after applying tack coat @0.20 Kg. per Sqm. Area on paved shoulder portion black tap surface over the base previously perpared in accordance with the 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 specifications (Fifth revision 2013) for Dense Bitumen Macadam. After spreading of the mix as per clause 505.4.8, the entire surface during the operations shall be rollled with the 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, bitumen, filler, fuel for heating bitumen in a boiler, premixing of stone 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 fifth 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 Bitumen Macadam shall be payment in full for carrying 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 Bridge works 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. Note:- 1. The execution of Dense Bitumen 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 requirements of individual ingredients, the mix aggregate i,e. stone metal, crushed bajri and fine aggregate for Bitumen Macadam course (Grading-2) for 75 mm thickness shall meet all requirements set forth in clause 505 of Ministry of Road Transport & Highways specifications for Road and Bridge works.

3. The final grading for aggregate required for Dense Bitumen Macadam course (Grading-2) of 75mm thickness confirming to Tables 500-10 of Ministry of Road Transport & Highways specifications for Road and Bridge works 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 or Punjab Engineering College, Chandigarh or Punjab P.W.D. Laboratory, Patiala or any other reputed laboratory approved by Chief Engineer, Punjab, PWD B&R Branch, 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. 4. The approved mix shall 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 aggragate of 26.5 mm gauge expressed as a percentage by weight of total mix. 4.3 Crushed bajri of 11.2 mm gauge expressed as a percentage by weight of total mix. 4.4 Fine aggragate expressed as a percentage by weight of total mix. 4.5 A single definte 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 Bitumen Macadam in Laboratory should not be less than 2.31 gm/cc. 5. The contractor, thereafter shall be required to complete the supply of various ingradients mentioned above from an approved quarry/sources as per the norms & conditions for Dense Bituminous Macadam course (Grading-2) of 75 mm thickness as per proportions stipulated in the approved Job Mix Formula. 6. The contractor, shall start laying work only after achieving the required mixing of temperature of the Mix and same be got duly checked from engineer or his authorized representative.

Providing and laying of Bituminous Concrete (Grading-2) in single layers of 40 mm compacted thickness in a single course after applying tack coat @0.20 Kg. per Sqm. Area on paved shoulder portion black tap surface over the base previously perpared in accordance with the Ministry of Road Transport & Highways specifications (Fifth revision 2013) after mixing the aggregate and CRMB-55 Grade Bulk Bitumen @5.40% 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 507 of Ministry of Road Transport & Highways specifications (Fifth revision 2013) for Bituminous Concrete . After spreading of the mix as per clause 507.4.8, the entire surface during the operations shall be rollled with the road roller of 8-10 tonne and then 6-8 tonne smooth wheeled tandem roller (static weight) as per clause 507.4.9. 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 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 507 of Ministry of Road Transport & Highways specifications for Road and Bridge works fifth Revision 2013. The Bituminous Concrete for the purpose of payments shall be measured in cubic metre. The contract unit rate shall be as specified in clause 507-9 except that the rate shall include the provision of Bitumen @5.40%. If bitumen/binder content required is more than as specified in BOQ and MORT&H fifth revision no extra payment will be made. The extra bitumen/binder content will be considered as incidental to work. The contract unit rate for Bituminous Concrete shall be payment in full for carrying 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 Bridge works 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. Note:- 1. The execution of Dense Bitumen 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 requirements of individual ingredients, the mix aggregate i,e. crushed bajri, fine aggregate and filler for Bituminous Concrete course (Grading-2) for 40 mm thickness shall meet all requirements set forth in clause 507 of Ministry of Road Transport & Highways specifications for Road and Bridge works.

3. The final grading for aggregate required for Bituminous Concrete (Grading-2) of 40mm thickness confirming to Tables 500-10 of Ministry of Road Transport & Highways specifications for Road and Bridge works fifth Revision (2013) shall be determined by the Engineer-in-Charge after getting Bituminous Concrete (Grading-2) designed from either C.R.R.I, New Delhi or Punjab Engineering College, Chandigarh or Punjab P.W.D. Laboratory, Patiala or any other reputed laboratory approved by Chief Engineer, Punjab, PWD B&R Branch, 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. 4. The approved mix shall exhibit the following details, Source and Location of all materials. 4.1 CRMB-55 Bitumen expressed as percentage by weight of total mix. 4.2 Crushed bajri of 13.2/11.2 mm gauge expressed as a percentage by weight of total mix. 4.3 Fine aggragate expressed as a percentage by weight of total mix. 4.4 A single definte percentage passing the each sieve for the mix aggregate. 4.5 Filler expressed as a percentage by weight of total mix. 4.6 Density of Bituminous Concrete in Laboratory should not be less than 2.36 gm/cc. 5. The contractor, thereafter shall be required to complete the supply of various ingradients mentioned above from an approved quarry/sources as per the norms & conditions for Bituminous Concrete course (Grading-2) of 40 mm thickness as per proportions stipulated in the approved Job Mix Formula. 6. The contractor, shall start laying work only after achieving the required mixing of temperature of the Mix and same be got duly checked from engineer or his authorized representative.

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.

Mandatory sign board 900mm 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.

Place Identification sign board 900x600mm 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.

Advance Direction sign board 900x900mm 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.

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.

Advance Direction sign board 1200x1200mm 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.

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 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 5th Revision 2013 clause 803

S/F of Single mould twin shank reflective road studs made out of poly carbondate/ABS moulded as per clause 804.7.3 of 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 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.

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge.

Cement concrete 1:4:8 With stone aggregate 40mm gauge

Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications

Construction of RCC Drain, central verge, Human Pipe culvert, Retaining Wall and Reconstruction of 1.5mtr span slab type culvert

Excavation 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 complete in all respect.

Construction of embankment for HP culvert for foundation of other structures graded and compacted to meet requirement of table 300-2.complete as per MORT & H specifications (5th Revision) 2013.

RCC M-20 excluding the cost of steel but including centering and shutering, Mechanical mixture and vibrator complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge (5th Revision) 2013.

RCC M-20 in super structure excluding the cost of steel but including centering and shutering, Mechanical mixture and vibrator complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge (5th Revision) 2013.

Plain Cement concrete 1:2:4 complete as per MORT&H specification 5th revision 2013

Cement concrete 1:3:6 with stone ballast Complete in all respect as per MORT&H specifications 5 th revisin 2013.

Cement concrete 1:4:8 with stone ballast (40 mm) Complete in all respect as per MORT&H specifications 5 th revisin 2013.

First class burnt brick work laid in cement sand mortar 1:3 in foundation & plinth Complete in all respect as per MORT&H specifications 5th revisin 2013.

12.5mm thick Cement Pointing 1:3 Complete in all respect MORT&H specification 5th revision 2013

Supplying, fitting and placing HYSD bar Fe-500 reinforcement in superstructure including cutting, bending, binding as per MORT&H specifications . Cold twisted deformed Bars, for RCC works, including binding and placing in position complete MORT&H specification 5th revision 2013

Painting of two coat with synthetic enamel paint Inc. primer coat on new plastered, concrete surface Complete in all respect.

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 Complete in all respect

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 Complete in all respect.

Providing & laying of 600mm dia RCC Hume Pipe NP-4 complete in all respects.

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement but including centring and shuttering in foundation and plinth.

Satish Aggarwal and Company

Aggarwal Construction Co.