Construction of H.L Bridge 3 span 7.50 M (N) 7.981 (S) eff. over Barkatwah drain x-ing Mukatsar - Guruharsahai road at RD 20500 in District Ferozepur (under CRF scheme)

Amount

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 Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets complete as per MORT&H specification 5th revision 2013

Providing laying spreading and compacting Granular Sub Base 150mm thick in single layer of (with thickness of single layer not exceeding 150mm 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)

Brick Work in C.M. 1:3

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 surplus soil. Up to 3 mtr. depth.

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 surplus soil. Above 3 m up to 6 m depth

P.C.C 1:3:6 nominal mix in base with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

PCC Grade M 15 for base of flooring complete as per Drawing and Technical Specification.

Reinforced Cement Concrete M-30 in footing including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification.

Reinforced Cement Concrete M-30 in Substructure including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification. Upto 5 mtr height.

Rubbing abutment cap and pier cap with Corborandam stone complete in all respects as per PWD specifications.

Furnishing and placing reinforced cement concrete M-30 in Deck Slab including centering shutering but excluding steel reinforcement as per drawing and Technical Specification .

Providing and laying 6 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29,prepared by using mastic cooker and laid to required level and slop after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5mm nominal size @ 0.005 cum per 10 sqm and at an approximate spacing of 10 cm c/c in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. c, protruding 1mm to 4mm over mastic surface, all complete as per clause 515 (including tack coat)

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.

Providing and laying of expansion joint with bitumen filler (as per C S R 22.15 (iv))

Construction of R.C.C M-40 Anti- Crash railing with safety kerb including centering shuttering but excluding steel reinforcement complete as per Drawing and Technical Specifications.

Drainage Spouts complete as per drawing and Technical specification

Supplying, Fitting & Placing uncoated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Supplying, Fitting & Placing uncoated HYSD bar Reinforcement in sub structure complete as per Drawing and Technical Specifications.

Supplying, fitting and placing HYSD bar reinforcement in super-structure 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.

Providing weep holes in Brick masonry / Reinforced concrete abutment, wing wall/ return wall with 80 mm 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

PCC Grade M 20 for Top of flooring complete as per Drawing and Technical Specification.

Brick masonry work in cement mortar 1: 3 in foundation complete excluding pointing and plastering as per drawing and technical specifications.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 18 kg each complete as per drawing and Technical specifications.

RCC Grade M 30 in Top of Approach slab including shuttering and steel reinforcement complete as per drawing & 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 sqm.

Providing and fixing Cat eyes

Providing and fixing Delinators

Providing and fixing Display Boards (size 900x600mm) using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 (C.S.R 24. 47)

Providing and layng centre line with thermoplastic paint.

Credit of old material Hume Pipe Culvert

M/s Puggal Brothers

M/s KHARA CONTRACTORS

MS BHULLAR CONSTRUCTIONS

M/s S P CONSTRUCTION CO.