Construction of High Level Bridges on River Markanda including approaches between village Kathwa to village Bibipur-Dhaka road in District Kurukshetra.

Amount

Earthwork for digging well in dry excavation from ground level upto the level where well kerb is placed including deposited spoil within 60 meters radius, and filling space outside the well after completion. from N.S. level to 1.5 m depth (HSR 22.1 (a)

Exceeding 1.5 m but upto 4.5 m depth (HSR 22.1 (b)

Structural Steel work in angles, tees and flats welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc. with hoisting and erecting in position: For roof trusses, well kerbs, plates and trussed girders, etc, of any span for buildings and bridges. (For Cutting Eadge) (HSR 18.7)

Sinking of 7 m external diameter well (Wet Sinking of Wells in Soils of GW or GP or GC or CH Type-) Abutments & Peir 7 No. ( A1 , A2 & P1 - P5 ) From Spring level to 1.5 m Below spring level. (HSR 22.8 (a)

Exceeding 1.5 m but upto 3 m below spring level (HSR 22.8 (b)

Exceeding 3 m but upto 6 m below spring level (HSR 22.8 (c)

Exceeding 6 m but upto 9 m below spring level (HSR 22.8 (d)

Exceeding 9 m but upto 12 m below spring level (HSR 22.8 (e)

Exceeding 12 m but upto 15 m below spring level (HSR 22.8 (f)

Exceeding 15 m but upto 17.3 m below spring level (HSR 22.8 (g)

Design Mix Cement Concrete of Grade M 30 Grade with minimum cement concrete 320 kg/cum in foundation & Plinth for Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification Concrete to be placed using tremie pipe Using Batching Plant, Transit Mixer and Crane/concrete pump (HSR 10.67)

Design Mix Cement Concrete of Grade M 20 Grade with minimum cement concrete 300 kg/cum in foundation & Plinth for Bottom Plug PCC M 20 Grade (HSR 10.65)

Design Mix Cement Concrete of Grade M 15 Grade with minimum cement concrete 240 kg/cum in foundation & Plinth for Top Plug PCC M 15 Grade (HSR10.64)

Sand Filling in Wells duly dressed all lead & lift with minium lead of 1 Km complete as per Drawing and Technical Specifications. (HSR5.2(b), 4.1(a) and 14.83.

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Design Mix Cement Concrete of Grade M 30 Grade with minimum cement concrete 320 kg/cum in first Storey upto 4 m above Plinth (HSR 10.74)

Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification Design Mix Cement Concrete of Grade M 35 Grade with minimum cement concrete 340 kg/cum in first Storey upto 4 m above Plinth (HSR 10.75)

Fe-500 EQR TMT Steel Bars or Cold Twisted deformed (ribbed/TOR Steel) For RCC works where not included in the complete rate of RCC including bending and placing in position complete. (HSR 18.22)

Reinforced Cement Concrete Crash Barrier Design Mix Cement Concrete of Grade M 40 Grade with minimum cement concrete 360 kg/cum in first Storey upto 4 m above Plinth (HSR 10.76)

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, completre 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 asper drawing and approved technical specifications. (Including the Cost of Bearing Assembly) (HSR 34.12)

Back filling of earth behind abutment, wing wall and return wall duly dressed all lead & lift with minium lead of Km including bracking of clods as per drawing and Technical specification HSR 5.2 (b), 4.1 (a) + 6.3 (i).

Supplying and Fixing Drainage Spouts and Gratings in Galvanized mild Steel, Lower Outlet Assembly in Stainless Steel For Deck Drainage Complete As per the Drawings and as per the drawings and as per the drawings ana as per drawings and as per the direction of Engineer-in-charge. (NS)

Providing and laying single strip seal expansion joint catering to maximum horizontal movement upto 70 mm complete as per MORTH specification No. 2607 to be installed by the manufacturer /supplier or their authorized representative ensuring compliance to the manufacture's instruction for installation.(HSR 34.13)

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 (HSR 13.89 (a))

Providing & Placing in horizontal layers, Filtering media and cleaned broken stone screened washed and graded from 50mm to 75mm (HSR 28.50 (e)

Providing and constructing one span service road to reach island location from one pier location to another pier location. (As per MORTH Anyy)

Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25m. (As per MORTH Anyy)

Centering and Shuttering for well kerbs complete in all respects:- For Circular wells (HSR 9.21 (b)

Centering and shuttering for faces of walls, Partition, retaining wall, well steining and the like (vertical or batteining) including attached pilasters, butteress etc. when curved (HSR 9.6)

Centering and shuttering for faces of walls, Partition, retaining wall, well steining and the like (vertical or batteining) including attached pilasters, butteress etc. when curved (HSR 9.5)

Centering and Shuttering for sides and soffits of beam hunching, girders, Bressumers and lintels (HSR 9.7)

Centering and Shuttering for slab culvert Exceeding 3 m but upto 6 m span (HSR 9.18 (b)

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per HSR 23.32)

Back filling of earth behind abutment, wing wall and return wall duly dressed all lead & lift with minium lead of 1 Km including bracking of clods & compaction complete as per drawing and Technical specification HSR item No. 5.2(b), 4.1(a),6.2 (g) (i), (iii) and (v) .

Compensation of earth , taken from private land (HSR 6.4)

Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 (As per MORTH Anyy)

WET MIX MACADAM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premix 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 well prepared surface and compacting with vibratory roller to achieve the desired density (As per MORTH Anyy)

Providing and applying primer coat with bitumen emulsion (S.S grade) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 Kg/Sqm using mechanical means as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No.502. (N.S.) (As per MORTH Anyy)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg/per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom (As per MORTH Anyy)

Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . (As per MORTH Anyy)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Seal Coat-Type B (As per MORTH Anyy)

NARENDER MALIK

Krishna Construction Co

Baljeet Singh-The tibba dana sher co operative lc society

TEJWANT RAI GOVT CONTRACTOR