Constn of HL bridge single span 25 mtr 30 degree skew cc of bearing over Malookpur distributory crossing Abohar Hanumangarh road at Km 3.70 Distt Fazilka Including Approaches Road Diversion HP Culvert Dismantling of old Bridge Under head CRIF Scheme

Amount

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 and backfilling with approved material.

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

Providing and laying of PCC M15 levelling course complete as per drawing & technical specifications

Reinforced Concrete M 30 in Pile Cap including centering shuttering but excluding steel complete as per Drawing and Technical Specification

Reinforced cement concrete M 35 in sub-structure including centering shuttering but excluding steel complete as per drawing and Technical Specifications

Reinforced cement concrete M 30 in sub-structure including centering shuttering but excluding steel complete as per drawing and Technical Specifications

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.

Providing & Laying structure steel of Grade E 350 in bridge including painting & launching complete as per Drawing & technical specifications on market rate.

Providing & Laying metal deck Sheet of 1.5 mm below slab having max. 44 mm crest depth The material is to be manufactured out MS Steel as per IS codes and zinc coating of 90 gsm as per IS Codes, including placing in position complete as per Technical Specifications

Furnishing and Placing Reinforced/ Prestressed cement concrete M-35 in super-structure as per drawing and Technical Specification (In Slab)

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Drainage Spouts complete as per drawing and Technical specification

Furnishing and Placing Reinforced cement concrete M40 in Anti Crash Railing with Safety kerb including centering shuttering but excluding steel complete as oer drawing and Technical Specification ('Sr. no. 14.1 E of MOST data book)

56 mm thick wearing coat consisting of 50 mm thick Bituminious concrete over 6 mm th. Mastic asphaltic as per STD Drg No SD/200

Providing weep holes in Brick masonry/Reinforced concrete abutment, wing wall/return wall with 80mm dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil grease, efflorescence and applying paint @ of 1 litre for 2 spm. (Sr. no. 14.16 of MOST data book)

Suuplying, fitting and placing HYSD bar reinforcement in foundation, substructure and super structure complete as per drawing and Technical specifications (Sr. no. 12.40, 13.6 & 14.2) In foundation

In sub Structure

In super structure

RCC M-30 for approach slab including centring shuttering and steel reinforcement complete as per drawing and technical specifications

Providing and laying centre line with thermoplastic paint

Providing and fixing RRPM / Cat Eyes (Road stud) complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing and fixing road delinator of standard design as per IRC 25-1967 fixing in position complete as per technical clause specification

Place Identification sign board 900x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting 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 rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x 3.2mm conforming to IS 4923 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. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012

Approaches for construction of bridge over Malookpur distributory Crossing Abohar-Hanumangarh Road at Km./RD 3.70 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.

Providing laying spreading and compacting Granular Sub Base 230mm thick in layer of (with thickness of single layer not exceeding 230mm 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 as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (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 125/125mm 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 as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Providing and applying Primer Coat with Emulsion (Rapid Setting) as per I:S 8887 with approval of Engineer @ 6Kg /10 sqm. area with pneumatic tired self propelled pressure sprayer equipped with self heating 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. 502 as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013.

Providing and applying Tack Coat with Emulsion (Rapid Setting) as per I:S 8887 with approval of Engineer @2kg./10Sqm. area with pneumatic tired self propelled pressure sprayer equipped with self heating 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)

Providing and laying Dense graded bituminous macadam (Grade-II) 50mm to 75mm thick with contniuous type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50%, carriage of mixed material to site of work, laying with paver finisher mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications NOTES:- (i) Job mix formula for the dense bituminous macadam shall be provided by the agency and shall be got approved from Punjab PWD, B&R Research Laboratory Patiala before adoption at site for execution. (ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid/ deducted accordingly. The limits of variation shall be worked out with the approved formula. TECHNICAL NOTE:- I.) Apart from the conformity with the grading and quantity requirement of individual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT&H specifications. II.) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT&H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60% of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision). III.) The approved mix shall exhibit the following details source and location of all material:- (a) Binder expressed as percentage by weight of total mix.(b) Course expressed as percentage by weight of total mix.(c) Crushed bajri expressed as percentage by weight of total mix.(d) Fine aggregate expressed as percentage by weight of total mix.(e) A single definite percentage passing each sieve for mixed aggregates.(f) Density of dense bituminous macadam after compaction will be not less than 2.30 gm/CC

Providing & laying Bituminous Concrete 40mm compacted thickness in a single course after applying tack coat 2kg/10sqm. Area on existing black top surface over the base previously prepared in a accordance with MORT&H specifications (5th revision) after mixing the aggregate and CRMB-55 @ 5.4 % 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 MORT&H specifications. After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per clauses No. 507.4.8. The through unit rate for this item include the cost of aggregates, bitumen filler fuel for heating bitumen in a boiler premixing of stone aggregate and bitumen in an electronic operated batch typeHot Mix Plant and carriage of premixed materials from batch type Hot Mix Plant to site of work, templates barriers, lighting arrangements sundries etc. and the execution of the work shall confirm to in all respect to clause 507 of MORT&H specifications (5th revision 2013) Bituminous 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 include the provision of CRMB-55 @ 5.40 % by weight of total mixture . If bitumen/binder content required is more than as specified in BOQ & Ministry's specifications for road and bridge(Fifth revision) no extra payment will be made. The extra bitumen / binder content will be considered as incidental to work. Note:- 1. A part from the conformity with the grading and quantity requirement of individual ingredients, the mix aggregate i.e. crushed bajri, fine aggregates, filler for bituminous concrete for 40 mm thickness shall meet all requirement set forth in clause 507 of MORT&H specifications (5th revision). 2. The final grading for the aggregate required for bituminous concrete (Grading-2) of 40mm thickness conforming to table 500-17 of MORT&H specifications (5th revision)2013 shall be determined by the Engineer in charge after getting the Bituminous Concrete (Grading-2) designed from either CRRI, New Delhi or Punjab Engineering College, Chandigarh, Punjab Laboratory Patiala or any other reputed laboratory approved by Chief Engineer, Pb. PWD (B&R)Branch 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 exhibit the following details. i Source and location of all materials. ii Binder expressed as percentage by weight of total mix. Iii Crushed bajri of 13.2mm/11.2mm gauge expressed as a percentage by weight of total mix. iv Fine aggregate expressed as a percentage by weight of total mix. v Filler expressed as a percentage by weight of total mix. vi A single definite percentage by weight of total mix. vii. Density of Bituminous concrete in laboratory should not be less than 2.36 gm/cc.The contractor thereafter shall be required to complete the supply of various in-gradients mentioned above for Bituminous Concrete as per proportions stipulated in the approved Job Mix Formula 4. Filler 2% which may be Rock Ash hydrated lime or cement. The limit having not less than 80% calcium carbonate, as filler should be preferred as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Providing and fixing RRPM / Cat Eyes (Road stud) complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision)2013

Temporary road diversion for construction of bridge over Malookpur distributory Crossing Abohar-Hanumangarh Road at Km./RD 3.70 Earth work in filling from on av. lead of 6km. earth cession over pipe in 9' layer including watering and rolling the same with road roller

Providing laying spreading and compacting Granular Sub Base 230mm thick in layer of (with thickness of single layer not exceeding 230mm 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 as per complete in all respect as per MORT&H specification & to the entire satisfaction of Engineer-in-charge. (5th Revision) 2013

First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth

White washing (two or more coat) CSR-16.2

Advance Direction sign board 1200x900mm rectangular per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012.grade sheeting 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 rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 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. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications.

Temporary H.P culvert for construction of bridge over Malookpur distributory Crossing Abohar-Hanumangarh Road at Km./RD 3.70 Earth work in excavation in foundation trenches etc. in all kinds of soil not exceeding 6' depth including dressing of bottom and sides of trenches

Cement concrete 1:4:8 in foundation with stone ballast respect

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth i.e. upto bed level

Supply & laying of RCC NP-3 1200mm dia hume pipe Ist layers

Dismantling Of Existing Bridge Dismantling brick work tile, masonry or tile lining In Cement CSR 8.6 (b)

Dismantling concrete Reinforced cement concrete CSR 8.6 ( e )

Credit of Materials Brick Bats

Credit of Steel Scrap

Credit of Materials received after Dismantling Road Diversion GSB 150 mm Thcik (60%)'

NP-3Hume pipes of 1200mm dia

VARSHA CONSTRUCTION COMPANY

M/s KHARA CONTRACTORS