Up gradation of M/T on Road from Nohradhar to Punner Dhar via Bharari 0/0 to 18/390 including link to village Bharari of 1.390 km

Amount

Excavation in earth work in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side track shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawings or as directed by the Engineer-in-charge, in conformity with the requirement of technical specification for rural road and clause 1603.1 & 1603.2 to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal & dumping to be arranged by the contractor of unsuitable cut materials in specified manner,trimming, filling of unevenness ,blindage and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge for smooth riding. The recovery of the stones whether useful or not, for 1031.22 Cubic Metre ( One thousand Thirty One Point Twenty Two Cubic meter) in all cases @ Rupees 170/- only (Rupees One hundred Seventy only) per Cubic Metre shall be effected on pro-rata basis.Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor,which shall have to duly compensated by him in all cases.

Excatation in soil in hilly area in all depths using manual means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, coustruction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in trenches with excavated suitable materials and stacking of materials useful for construction at suitable sites and safe dispoal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places in specified manner, systematically with level consideration to avoiding adverse effects on environment, trimming filling of unevenness blindage and finishing of the road to specified dimension or as directed by the Engineer-in-charge. any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Earth work in excavation for all type of road structure such as retaining walls, breast walls , culverts, drain and parapets etc. in all types of classification of soil comprising of ordinary soil, ordinary rocks, chiselling/wedging out of rock (where blasting is prohibitted)as per drawing and MORD technical specifications clause 305.1 , 1104 and 1606.1 and as per direction of the Engineer-in-charge including setting out, construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto any lead and lift, including dressing of sides and bottom and backfilling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm (one hundred milimetre) compacted thickness including sorting and strutting and pumping and bailing out water (surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out doing dewatering as per the direction of the Engineer-in-Charge and including of carriage of materials within all leads and lifts.

Providing and laying concrete for plain / reinforced cement concrete in open foundation complete as per drg. And technical specifications clause: 802,803,1202 & 1203 Cement concrete 1:6:12 (One cement : Six sand:Twelve graded stone aggregate 40 (Forty)milimeter including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrrete in Retainning Wall & Breast Wall complete as per drawing and technical specification clauses 802,803,1202 & 1203( 1:4:8 25mm (Twenty Five ) One Cement: Four sand : Eight graded stone aggregate) nominal size. Expacted by vibrator and curing complete including cost of form work including all lead & lifts and as per entire satisfaction Engineer-in- Charge.

Providing and laying cement concrete grade M-10 concrete for plain/ reinforced concrete in open foundations complete as per drawing and technical specifications.clauses 802,803,1202 and 1203 including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing concrete for plain/reinforced concrete in substructure complete as per drawing and technical specification P.C.C. Grade M-15 clause 802,804,805 ,806,807,1202 and 1204. for height upto 5 m. including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing and laying reinforced cement concrete in super structure complete as per drawing and technical specifications clause 800 1202 &1204 for height upto 5 mtrs R.C.C. graded M-25 (M- Twenty Five) including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Stone masonry in cement mortar for substructure complete as per drawing and technical specification clause 702,704,1202 and 1204.Random rubble masonry in cement mortar 1:6. (One cement :Six Sand ).including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Stone masonry in cement mortar for substructure complete as per drawing and technical specification clause 702,704,1202 and 1204.Random rubble masonry in cement mortar 1:5. (One cement :five Sand ).including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Conctruction of dry rubble masonry for retaining walls , brest walls , revetment walls and parapets etc .for sub-Structure and super Structure complete as per drawing and technical specification Clauses 704.6 &1302.5 .including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing and laying reinforced cement concrete pipe NP2 900mm (nine hundred milimeter) dia for culverts on first class bedding of granular material in signle row including fixing collar with cement mortar 1:2 (One cement :two sand) but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per technical specification clause 1108 including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing and laying rainforced cement concrete wearing course M30 grade including rainforcement complete as per drawing And technical specification clause 800 and 1206.3 including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Back filling behind abutment , wing wall and return wall with granular materials complete as per drawings and technical specification Clause 1204.3.8 including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing weep holes in brick masonry/stone masonery plain/reinforced concrete abutment wingwall ruturn wall with 100mm (One hundred milimetre) dia PVC pipe extending through the full width of the structure with slopes of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

P/L Flooring laid over Cement Concrete Bedding Complete as per drawing and techinical speicification Clause 1303. Rubble stone laid over Cement mortar 1:3 (One Cement :Three Send) including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing and laying Cement concrete M20 bedding floors slab culvert complete as per Drawing and technical spacification. including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Suppling , fitting and placing HYSD bar reinforcement in superstructure completeas per drawing and technical specification clause 1002 ,1010 and1202. including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

C/O Precast RCC Railing of M-30 grade , aggregate size not exceeding 12mm , true to line and grade , tolerance of vertical RCC posts not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000mm , levelling adequate space between vertical posts for expansion, complete as per approved drawings and technical specifications. including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Drainage spous complete as per drawing and technical specifications. Including all lead & lift as per direction of Engineer-in-charge.

Preparation of sub grade by dressing to camber ( earth work for the cutting involved for sub-grade to be paid for seperately depending upon the classification of soil) complete as per HP.PWD. specification including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Consolidating of sub-grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade complete as per HP.PWD. including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge. including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing , laying, spreading and compacting stone aggregates of specificsize of water bound mechadam specification including spreading the uniform thickness, hand packing rolling with three wheel 80-100 KN static roller in staged toproper grade and camber, applying and brooming crushable screening/binding materialso fill up the interstices of course aggregate watering and compacting to the required density Grading- I as per technical specification clause 405.(By Mechanical Means.) including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing , laying, spreading and compacting stone aggregates of specificsize of water bound mechadam specification including spreading the uniform thickness, hand packing rolling with three wheel 80-100 KN static roller in staged to proper grade and camber, applying and brooming, crushable screening to fill up the the interstices of course aggregate watering and compacting to the required density Grading -2 as per technical specification clause 405.(By Mechanical Means.) including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing , laying, spreading and compacting stone aggregates of specificsize of water bound mechadam specification including spreading the uniform thickness, hand packing rolling with three wheel 80-100 KN static roller in staged to proper grade and camber, applying and brooming, crushable screening to fill up the the interstices of course aggregate watering and compacting to the required density Grading -3 as per technical specification clause 405.(By Mechanical Means.) including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing and applying priming coat with bitumen emulsion (SS-I ) on prepared surface of franular base including cleaning the road surface and spraying primer at the rate of ..070 kg/ sqmt using mechncial means as per technical specification 502 including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

Providing and applying tack coat with bitumen emilsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 kg.per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503. including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

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 aggregate of specified grading,primied with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, anti stripping agent 0.1% Bituminous binder(as per IS 14982:2017 clause 5.2 in accodance with IS-6241) and, transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade, level and aligment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complate in all respects. 30 mm thick. including carriage of materials in all leads, lifts or as directed by the Engineer-in-Charge.

M/s Chauhan Construction

Atul Sharma

Trilok Singh Rathour