Widening and strengthning of Mau Pardwan Road (ODR) in District Chitrakoot

Amount

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

Constrution of embankment with material obtain from borowpits with all lifts and leads, tranporting to site , spreading grading to required to slope and compacting to meet required table No 300-2.

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. (carted earth for patari)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (Roller compaction)

Construction of Granular Sub-Base by providing close graded 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 clause 401

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 as per MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 as per MORTH specification clause No. 507 complete in all respects

Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work.

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Random course Rubble massonary in 1:3 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. (Chapter- 8 (Add item-a)

Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.

Providing and laying reinforced cement concrete 1000 mm pipe NP3 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 Clause 1106.

Providing and laying reinforced cement concrete 350 mm pipe NP3 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 Clause 1106.

Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work

Cement concrete with 2cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus.

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60metres. SI No. 692

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. SI No. 280

Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 super-structure as per drawing and Technical Specification.(in Foundation) SOR SI No 283

Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 super-structure as per drawing and Technical Specification.( Super Structor) SOR SI No 283

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

Supplying, fitting and placing Fe-415 HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe 500D or more.

Reinforce Cement Concrete (M25) etc. complete as per Drawing and Technical Specifications. (for wing wall ) SOR SI No. 289

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall return wall to the full hight, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 SI No. 12.11

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 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 Clauses 617, 709, 1204.3.7 SI No 12.9

Pressure relife pipe of 100 mm dia shall be provided in Raft area, 0.5x.0.5 m below pressure relife pipe shall be provided in the form of invert filter.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

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

Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is excluding of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes

Providing and laying of hot appiled thermoplastic compound 5.00 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is including of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes Bar Strip

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting type-IV vide clause 801.3, fixed cover aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly designed foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The retro reflective sheeting shall be tested for A certificate having the sheeting tested for coefficient of retro reflection day time color and luminance shrinkage fixable liner removal adhesion impact resistance specular glass and fungus resistance 3 year out door weathering and its having passed these tested shall be obtained from international/Government Laboratory/Institute by the manufacture of the sheeting and in case the certificate obtain from international condition it should also be obtain from Indian condition within 3 year of launching of product by the manufacture in aboard Alliteratively a certificate conforming to ASTM Specification (D 4956-09) on arterial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally in such a situation the Employer/ Client if so desires could seek for a performance guarantee which be released after of certificate meeting the requirement of three year outdoor weathering of the sheeting as per IRC 67 2012 Legends letters numerals and borders etc should be as per MoRTH specification No-801.3-7 proof of the same in form of government report shall be uploaded while quoting tender (as per IRC:67-2012 clause 14.60) (Stop Board)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting type-IV vide clause 801.3, fixed cover aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly designed foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The retro reflective sheeting shall be tested for A certificate having the sheeting tested for coefficient of retro reflection day time color and luminance shrinkage fixable liner removal adhesion impact resistance specular glass and fungus resistance 3 year out door weathering and its having passed these tested shall be obtained from international/Government Laboratory/Institute by the manufacture of the sheeting and in case the certificate obtain from international condition it should also be obtain from Indian condition within 3 year of launching of product by the manufacture in aboard Alliteratively a certificate conforming to ASTM Specification (D 4956-09) on arterial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally in such a situation the Employer/ Client if so desires could seek for a performance guarantee which be released after of certificate meeting the requirement of three year outdoor weathering of the sheeting as per IRC 67 2012 Legends letters numerals and borders etc should be as per MoRTH specification No-801.3-7 proof of the same in form of government report shall be uploaded while quoting tender (as per IRC:67-2012 clause 14.60)( Speed Limit Board)

Providing and fixing of Retro Reflective high intensity informatory/ cautionary sign board size 1200x900mm made of 2 mm alloy aluminium sheet and 4 mm thick APC sheet fully covered with intensety retro reflective sheet having approved massage fully proceed by AVERY DENSION CO. (U.S.A.) equivalent equipment as per specified brand back of aluminium sheet will be provided frame 35x35x5 mm angle iron painted with two coat smoke grey of sky blue paint. Leg 75x40 mm channel, 3 meter long complete (size 1200x900mm) 1.08 sq mtr)

Providing and fixing of Hectometer stone as per direction and satifaction of Engineer in charge.

Providing and fixing of Kilometer stone as per direction and satifaction of Engineer in charge.

Maintenance cost for 1st year @0% cost of construction work.

Maintenance cost for 2nd year @ 0.25% cost of construction work.

Maintenance cost for 3rd year @ 0.50% cost of construction work.

Maintenance cost for 4th year @ 0.75% cost of construction work.

Maintenance cost for 5th year @ 1% cost of construction work.

M/s Jagdamba Enterprises (BID ID -4997877)

JAI PRAKASH PANDEY (BID ID -5015773)

M/s Y.P. Construction (BID ID -5005369)