1. In place of narrow bridge in km 43 of Fatehpur-Muzaffarabad Kalsia road (MDR) in district Saharanpur, new bridge, approach road and protection work.

Amount

Excavation for Structures 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. Mechanical Means

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.

Sinking upto 6 M external dia through all kind of sand silt, clay except hard stratum like kankar, bouldes,rocks only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machines, labour etc required for proper completion of work. (MORT&H Sr. No. 12.12A) ('Up to 3.0 M)

Sinking upto 6 M external dia through all kind of sand silt, clay except hard stratum like kankar, bouldes,rocks only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machines, labour etc required for proper completion of work. (MORT&H Sr. No. 12.12A) ('Beyond 3 m upto 10 m depth)

Sinking upto 6 M external dia through all kind of sand silt, clay except hard stratum like kankar, bouldes,rocks only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machines, labour etc required for proper completion of work. (MORT&H Sr. No. 12.12A) ('Beyond 10 m upto 20 m)

Sinking upto 6 M external dia through all kind of sand silt, clay except hard stratum like kankar, bouldes,rocks only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machines, labour etc required for proper completion of work. (MORT&H Sr. No. 12.12A) ('Beyond 20 m upto 22 m)

RCC work in M-30 in well curb with cement, approved coarse sand and 2 cm gauge well graded grit including necessary shuttering, placing and fixing of reinforcement including cement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labour, T&P etc. required for proper completion of work. (MORT&H Sr. No. 12.11-A)

RCC work in M-30 in well steining with cement, approved coarse sand and 2 cm gauge well graded grit including necessary shuttering, placing and fixing of reinforcement including cement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labour, T&P etc. required for proper completion of work. (MORT&H Sr. No. 12.11-B (vii) Case-1)

PCC work in M-20 in Bottom plugging of well with cement, approved coarse sand and to 2cm. Gauge well graded grit including necesssary shuttering , placing and fixing of reinforcement including cement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labour, T&P etc. required for proper completion of work. (MORT&H Sr. No. 12.11D (i) (12.11C) Case-I)

PCC work in M-15 in Top plugging of well with cement , approved coarse sand and to 2cm. Gauge well graded grit including necesssary shuttering , placing and fixing of reinforcement including cement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labour, T&P etc. required for proper completion of work. (MORT&H Sr. No.12.11 (12.8(a))

RCC work in M-30 in well caps with cement , approved coarse sand and 2cm. Gauge well graded grit including necesssary shuttering , placing and fixing of reinforcement including cement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labour, T&P etc. required for proper completion of work. (MORT&H Sr. No. 12.11F(iii) Case-I)

Local sand filling inside the well between bottom and top plugging including watering, ramming and also including necessary T&P etc required for proper completion of work. (MORT&H Sr. No.12.21)

HYSD steel or iron work in well steining, well caps, abutments and their caps, slabs, curbs etc brought to required shape including cutting, bending and also including cost of necessary reinforcement for proper completion of work.

RCC work in M-30 in substructure with cement , approved coarse sand and 2cm. Gauge well graded grit including necesssary shuttering , placing and fixing of reinforcement including cement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labour, T&P etc. required for proper completion of work. (MORT&H Sr. No. 13.05 G p Case-I)

Furnishing and placing Reinforced concrete with grade M-30 in super structure as per drawing and technical specification with cement approved coarse sand and 2 cm gauge well graded grit including necesssary shuttering , placing and fixing of reinforcement including cement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labour, T&P etc. required for proper completion of work. (MORT&H Sr. No. 14.01 C (p)

Supplying,Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications (Including Cost of Bearing) complete including all accessories as per drawing and Technical Specifications.

Supplying and fixing of 100 mm dia drainage spouts of cast iron with gratings as per drawing and as per direction of Engineer-in-charge, including cost of all materials, labour, T&P etc required for proper completion of work. (MORT&H Sr. No. 14.09)

RCC /PSC Grade M-40 using batching plant, Transit Mixer & Concrete Pump(RCC Grade M-40)

Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming MoRT&H Specification and as per details given IRC -5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed by the Engineer, all as specified. (As per no. 1500,1600,1700 & 2703 (For R.C.C. Railing)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (MORT&H Sr. No. 14.04)

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15)

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 of their authorised representative ensuring compliance to the manufacturer's instructions for installations for proper completion of work. (MORT&H Sr. No. 14.21)

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

Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 761-C and 761-D)

Finishing wall with Water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. (Weather coat S.I. No. 660 new item 1)

Providing and constructing one span service road to reach island location from one pier location to another pier location

Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8 m dia. Well.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification No. 2504 (15.5)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications No. 2504 (15.4)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (S.I. No. 251)

Cement concrete with 4 cm gauge approved stone aggregate, coarse sand and cement in proportion 8:4:1 in foundation, mechanically mixed and vibrated including supply of all material, labour and T&P etc. required for proper completion of work. (SI No. 281)

M-150 class brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Si No. 307)

12 mm thick plaster with 1 part of cement and 3 part of coarse sand over brick work including supply of all materials, labour and T&P etc. required for proper completion of work. (SI No. 583)

Cement concrete with 2 cm gauge approved stone aggregate, coarse sand and cement in proportion 4:2:1 including supply of all material, labour and T&P etc. required for proper completion of work. (SI No. 279A)

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each.

Excavation for Structures 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.Mechanical Means

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M 15 Using Concrete Mixer

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M 20 Using Concrete Mixer

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 PWD Uttarakhand specifications)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Construction of Embankment with Material Obtained from roadway cutting Construction of embankment with approved material obtained fromroadway cutting with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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.)

Prime coat (Providing and applying primer coat with bitumen emulsion 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.)

Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.) for GradingII(19 mm nominal size)

Bituminous Concrete (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 % 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) for Grading-II (bituminous binder @ 5.4 % of mix)

Raja contractors & engineers