Re-construction of various Bridges at K.M. 1.144, K.M. 2.833, K.M. 4.899, K.M. 5.576, K.M. 8.400, K..M 9.595 K.M. 11.415 K.M. 12.438, K.M. 14.100 K.M. 15.115 K.M. 20.128 on M/Garh Canal for replacing existing bridges. (11 Nos. bridges)

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated sleepers soil as directed, i/c all leads and lifts and refilling around structure HSR Item No. 4.12.1 (all kinds of soil)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. HSR Item No. 4.33

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). M-15 grade plain cement concrete (cement content considered @ 240kg/cum) (HSR 6.22.2.2)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works up to plinth level. cement concrete (cement content considered @ 330kg/cum)(HSR 6.25.1)

Brick work in 1:3 ( 1cement 3 course sand) mortar with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth complete derived rate

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns: (HSR 6.29.1)

Centering and shuttering including strutting, propping etc. and removal of form work for columns,piers, abtments, pillars. (HSR 6.29.3)

Centering and shuttering including strutting, propping etc. and removal of form work for Suspended floors, roofs, landings, balconies and shelves (HSR 6.30.3)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level+B50: Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR 6.33.6)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (two or more coats) over and including water thinnable priming coat with cement primer (HSR 11.64.1)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78)

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges). For fixing in position (HSR 27.44.2)

Cement Concrete Pavement: Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. (HSR 17.45)

Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & MoRTH Specification (5th Revision, 2013) clause 2604. (HSR 27.51.1)

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & MoRT&H Specification. (HSR 27.51.2)

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications. (HSR 27.51.3)

Providing and filling joint sealing compound as per drawings and MoRT&H specifications with coarse sand 6 per cent bitumen by weight - 10 mm depth. (HSR 27.51.4)

Supplying and installing positive side waterproofing treatment for 'Raft Slab' using 4-5mm thick blended polyethylene / polypropylene membrane incorporating a cell mesh, enabling the membrane to mechanically bond with the poured concrete. The membrane shall be supplied with one self-adhesive selvedge to provide sealed laps and comply with British Standard 8102 2009. Membrane shall have 125 years of certificate of durability and Water tightness test. The membrane should have the following typical properties : 1. Resistance to static loading (EN 12730 method B): 15 Kg 2. Tensile Strength (EN 12311-2): L: >18MPa, T: >10MPa 3. Elongation at break (EN 12311-2): L: >800%, T: >600% 4. Elongation at peak load (EN 12311-2): L: >800%, T: >600% 5. Crack Bridging (ASTM C1305): up to 5mm (100 cycles) 6. Durability of water tightness against durability (EN 1296/ EN 1928): Pass 7. Resistance to impact (EN 12691 Method A): 1500mm 8. Puncture Resistance (ASTM E154-08): 672N 9. Resistance to tear (nail shank): EN 12310-1): 720N (Longitudinal) 10. Reaction to fire (EN ISO 11925-2): Pass 11. Joint Strength (EN 12317-2): ≥220N (Lap) & ≥150N (Butt) 12. Resistance to Alkali(EN 1847/EN 1928)-Pass Membrane shall be installed over the entire PCC area with standard 80 mm selvedge laps and end laps overlaid as per manufacturer's instructions. The rates are inclusive of supply and installation of membrane as per manufacturer methodology. The rates are inclusive of surface preparation, injection grouting at honeycombed areas all complete as per manufacturer methodology. (HSR 28.9)

Dismantling of flexible pavement by Mechanical Means: Bituminous course (HSR 17.3)

Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specificationss (HSR 17.13)

Water Bound Macadam Grading screenings for low volume (undesignated) (without roads Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (HSR 17.22.1)

Prime Coat @ 0.85kg per sqm: 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 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications (HSR 17.25)

Water Bound Macadam Grading II (without screenings for low volume roads (undesignated) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. (HSR 17.23.1)

Providing and applying tack coat with penetration grade bitumen VG-10 pressure distributor at the rate of 1.0 kg per sqm on the prepared granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (HSR 17.26.3)

Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II): Providing and laying 50mm - 75 mm dense graded 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 VG 30 @ 4.5% by weight of total 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 complete, as per technical clause No. 505 of MORT&H specifications (HSR 17.30.2)

Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP . Providing and laying 30mm - 45 mm 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 VG -30 @ 5.4% 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 complete as per technical clause 507 of per MORTH specifications (HSR 17.31.2)

Dismantling of brick masonry laid in cement sand mortar manually/by mechanical means i/c stacking serviceable materials and disposal of unserviceable material with in 50 mtr lead or as per direction of enginner incharge complete as per HSR 5.7.4

Demolishing R.C.C. work manually/ by mechanical means cum including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. (HSR 5.25)

Diversion:- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated sleepers soil as directed, i/c all leads and lifts and refilling around structure HSR Item No. 4.12.1 (all kinds of soil)

Providing and laying in position ready mixed plain cement concrete M-15, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve Workability without impairing strength and durability as per direction of the Engineer-in- charge.(Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix for sleepers). M-15 grade plain cement concrete (cement content considered @ 240kg/cum) as per HSR item No. 6.22.1.2

Brick work in 1:4 ( 1 cement 4 course sand) mortar with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth complete as per HSR. 7.21.1)

Designing, Providing, installing and fixing factory finished customed design Pregalvanized high tensile steel joists manufactured from G350 2275 confirming to IS:277-1992, minimum coating of galvanizing 275 gm/sqm, minimum yield stress 35 MPa & minimum tensile strength of 380 MPa placed1.23 metre apart to support the load of slab etc as per the design & directions of Engineer-in-Charge.Complete as per HSR 32.25

Wooden sleepers (HSR item No 12.1.3)

Providing and laying dry birck on edge flooring in reqired pattern with bircks of class designation

Excavating, supplying and filling of local earth by mechnical transfort up to a lead of 1 k.m. All including ramming and watering of the earth in layers not exceeding 20 cm in treaches, plinth, side of foundation etc. Complete as per (HSR 4.33)

Filling abailable excavated earth in treanches,plinth sides of foundation etc. (HSR 4.32)

Dismantling of brick masonry laid in cement sand mortar manually/by mechanical means i/c stacking serviceable materials and disposal of unserviceable material with in 50 mtr lead or as per direction of engineer incharge complete as per HSR 5.7.4

Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead Complete as per HSR 5.6

Credit of G.S.B material

Credit of W.B.M material

Credit of old brick

Credit of Old steel

Credit of brick work of diversion

Credit of wooden sleeper of diversion

Credit of old R.S Joints of diversion

The Tibba Dana Sher Co Op L and C Society Limited

M/S SHREE BALAJI BUILDERS

meharchand

Krupanidhi Construction

MAHA LAXMI CONSTRUCTION COMPANY

m/s omparkash contractor

M / S DAYANAND CONTRACTOR