Improvement with construction of Bridge to Moregaon - Huntnoor - Walur - Kaned pati -Kausadi - Bori road MDR-33 from Km 0/00 to 10/00 and 12/500 to 20/00 Tq.Selu Dist.Parbhani.

Amount

Part A (Work Portion)

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land)

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)

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/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Plant Mix Method and Grading I Material

Crusher Run Macadam Base Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub base/Base By Mixing Plant Method for 45 mm maximum size

BITUMINOUS MACADAM: Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC 27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete Bitumen 3.30% of specified grade (VG 30 bulk bitumen rates are considered to arrive at rates)

BITUMINOUS CONCRETE: Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder at 5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete Bitumen of specified grade with stone dust filler. (VG 30 bulk bitumen rates are considered to arrive at rates)

Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG 30 bulk bitumen rates are considered to arrive at rates)

Providing and fixing of retro reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 2 mm mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro prismatic grade sheeting HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67 2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro prismatic grade sheeting HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut out sheeting and cut out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro prismatic grade sheeting HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67 2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro prismatic grade sheeting HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut out sheeting and cut out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads at 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL and QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer in charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10 97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/ 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/ 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/ 2 mm and height not less than 30+/ 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro reflectance of the reflecting panel, to the Engineer.

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means )

Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete.

Providing and laying in situ cement concrete of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixer with SCADA. With crushed sand .

Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA

Providing cast in situ / ready mix block of M10 cement concrete with circular or other shaped opening for waterway including necessary formwork, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt)

Providing and laying cement concrete pipe of IS 458:2003 NP 3 class of 1200mm diameter in proper line, level and slope etc. complete.

ITEM 25: Box Cell ( At Ch.9/100,12/500) Box Culvert 2x 3m x 3m (2 no.) Box Culvert 3 x3m x 3m (1 no.) Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 26: Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 27: Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) Lift 0 to 1.50 mtr Box Cell ( At Ch.9/100)

Lift 1.50 to 3.00 mtr Box Cell ( At Ch.9/100)

Lift 0 to 1.50 mtr Box Cell ( At Ch.12/500)

Lift 1.50 to 3.00 mtr Box Cell ( At Ch.12/500)

Lift 0 to 1.50 mtr Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Lift 1.50 to 3.00 mtr Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Lift 0 to 1.50 mtr Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Lift 1.50 to 3.00 mtr Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Lift 0 to 1.50 mtr Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

Lift 1.50 to 3.00 mtr Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 28: Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 29: Providing and filling sand in foundation trenches / below Raft as per drawing andtechnical specifications etc. complete. (Coarse Sand and Gravel ) Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 30: Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 31: Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 32: Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

ITEM 33: Providing and laying in situ / ready mix M 30 controlled reinforced cement concrete of trap metal for raft slab including V haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 34: Providing and laying in situ / ready mix controlled grade of M30 of trap /granite /quartzite/gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement) Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 35: Prividing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 36: Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 37: Providing and laying in situ / ready mix M 30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

ITEM 38: Providing and laying in situ / ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) RCC work of Box returns Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 39: Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 40: Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 41: Providing and laying in situ / ready mix M 30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc) Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

ITEM 42: Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 43: Providing vent holes 100mm diameter GI pipe in the slab and wearing course with iron grill at the top and GI pipe at bottom as per drawing etc. complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 44: Providing and laying cement concrete wearing coat M30 grade with batch mix type / concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc ) Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 45: Providing and laying in situ / ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) RCC work of Ballast walls and Kerb Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 46: Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 47: Providing flexible apron of 100 cm thick comprising of loose stone boulders weighing not less than 40Kilogrambeyond curtain wall etc. complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 48: Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 49: Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 50: Providing and laying cement concrete pipe of IS 458:2003 NP 2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 51: Providing and laying cement concrete pipe of IS 458:2003 NP 2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Box Cell ( At Ch.9/100)

Box Cell ( At Ch.12/500)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

ITEM 52: Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

ITEM 53: Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 54: Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

ITEM 55: Providing and fixing stream lined M 20 grade RCC guard stone including mild steel bar reinforcement etc. complete. Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

ITEM 56: Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

ITEM 57: Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

ITEM 58: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 59: Providing and laying in situ / ready mix / ready mix M20 RCC work with trap/ granite/ quartzite/ gneiss metal in well steining including shuttering, compacting by vibrating, finishing and curing etc. complete. (fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement) Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 60: Providing and laying in situ / ready mix M 25 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete. Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

ITEM 61: Providing and laying of RCC in M30 grade approach slab including reinforcement and formwork complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc ) Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

Part(B) QC and Royalty Charges For Civil Work

Royalty Charges Other Material ( Road Work)

Royalty Charges Other Material (Pipe Culvert

Royalty Charges Other Material (Box Cell At Ch.9/100)

Royalty Charges Other Material (Box Cell ( At Ch.12/500)

Royalty Charges Other Material at Ch.14/700)

Royalty Charges Other Material At Ch.15/450

Royalty Charges Other Material At Ch.13/700)

Testing Charges 1) BASIC TEST OF Coarse AGGREGATE: i)Water Absorption, Specific Gravity,Impact Value, Crushing Value. Road Work

1)BASIC TEST OF Coarse AGGREGATE: ii) Sieve Analysis Road Work

1)BASIC TEST OF Coarse AGGREGATE: iii) Abrasion Value Road Work

2) Mix Design for Road : i) G.S.B. Mixed design Road Work

3) Fine Aggregate : i) Fineness Module ( sieve analysis ) Road Work

3) Fine Aggregate : ii) Chloride and Sulphate Content Road Work

3) Fine Aggregate : iii) Silt Factor Road Work

4) Stone / Rubble : i) Crushing Value / Compressive strength water absorption and Specific Gravity Road Work

5) Soil/ Moorum : i)Sieve Analysis Road Work

5)SOIL / MURUM Liquid limit and plastic Limit. Road Work

5)SOIL / MURUM Compaction Test ( Proctor Density ). Road Work

5)SOIL / MURUM C.B.R. Test ( Lab ) With compaction test. Road Work

5)SOIL / MURUM Sulphate and Chloride Contents. Road Work

6) Bitumen V.G 30 i) BITUMEN Penetration, Softening Point, Flash and Fire Point, Specific Gravity Road Work

6)BITUMEN Ducility / Elastic Recovery Road Work

6) BITUMEN Marshall Stability and Flow measurement ( Set of 3 moulds) Road Work

7) Concrete Cube : Pipe Culverte

8) Metal Crushing Value Pipe Culverte

9) Concrete Mix Design Pipe Culverte

10) a) Metal Crushing value (Box Cell ( At Ch.9/100)

10) a) Metal Crushing value (Box Cell ( At Ch.12/500)

11) b) Cement test (Box Cell ( At Ch.9/100)

11) b) Cement test (Box Cell ( At Ch.12/500)

12) c) Steel tensile stress test Upto 16mm (Box Cell ( At Ch.9/100)

12) c) Steel tensile stress test Upto 16mm(Box Cell ( At Ch.12/500)

13) d) Steel tensile stress test Above 16mm (Box Cell ( At Ch.9/100)

13) d) Steel tensile stress test Above 16mm (Box Cell ( At Ch.12/500)

14) f) Cement Concrete test (Mix Design) (Box Cell ( At Ch.9/100)

14) f) Cement Concrete test (Mix Design) (Box Cell ( At Ch.12/500)

15) g) Concrete Cube M10,M15,M20,M25,M30 (Box Cell ( At Ch.9/100)

15) g) Concrete Cube M10,M15,M20,M25,M30 (Box Cell ( At Ch.12/500)

16) HM sieve anyalysis (Box Cell ( At Ch.9/100)

16) HM sieve anyalysis (Box Cell ( At Ch.12/500)

17) b) Cement Test Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.14/700)

17) b) Cement Test Box Culvert 2 x 3m x 3m (2 no.) Box Cell ( At Ch.15/450)

18) c) Steel Tensile stress test upto 16mm Box Cell ( At Ch.14/700)

18) c) Steel Tensile stress test upto 16mm ( At Ch.15/450)

19) c) Steel Tensile stress test Above 16mm At Ch.14/700)

19) c) Steel Tensile stress test Above 16mm At Ch.15/450)

20) f) Cement Concrete test (Mix Design) At Ch.14/700)

20) f) Cement Concrete test (Mix Design) Box Cell ( At Ch.15/450)

21) g) Concrete Cube M10,M15,M20,M25,M30 At Ch.14/700)

21) g) Concrete Cube M10,M15,M20,M25,M30 Box Cell ( At Ch.15/450)

22) h) HM Sieve Anyalysis Box Cell ( At Ch.14/700)

22) h) HM Sieve Anyalysis Box Cell ( At Ch.15/450)

23) a) Metal Crushing Value Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

24) b) Cement Test ( At Ch.13/700)

25) c) Steel Tensile stress test Upto 16mm Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

26) d) Cement Concrete test ( Mix Design) Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

27) Concrete Cube M10,M15,M20,M25,M30 Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

28) HM Sieve anyalsis Box Culvert 3 x3m x 3m (1 no.) ( At Ch.13/700)

29) HM Liquid/Plastic limit ( At Ch.13/700)

Pallavi Construction Parbhani