Imp. and Widening to Pohaner Sirsala Moha Road SH-211 Km.10/00 to 12/00 and 19/00 to 37/00 Constg. of Minor Bridge on Km.6/200, 13/200 and Imp.and Widening to Pohaner Sirsala Moha Road SH-211 Km. 8/500 to 10/8 00 and12/800 to 14/00 Tq. Parali

Amount

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 50 metre and spreading for embankment or stacking as directed.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Supplying hard murum/ kankar at the road site, including conveying and stacking complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Spreading hard murum/ soft murum/ gravel or kankar for side width complete

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Providing and constructing 75 mili metre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mili metre stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kilogram/Square Metre, spreading 12 mili metre size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne. to achieve the desired degree of compaction as per Technical Specification Clause 506 etcetera complete. Including picking of existing Water Bound Macadam surface. (VG-30 bulk bitumen rates are considered to arrive at rates)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Providing and constructing 75 mili metre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mili metre stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting), heating and spraying the bitumen of specified grade @ 2 Kilogram / Square Metre, spreading 12 mili metre size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne. to achieve the desired degree of compaction as per Technical Specification Clause 506 etcetera complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kilogram Square metre on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG- 30 bulk bitumen rates are considered to arrive at rates)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with Vehicle Tracking System (VTS), laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mili metre compacted thickness with specified grade of Bitumen, Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry Black Topped surface 3 Kilogram/10 Square metre (VG-30 bulk bitumen rates are considered to arrive at rates)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

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.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

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 Metre including removal and disposal of top organic soil not exceeding 150 mili metre in thickness.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Providing and fixing 1:2:4 ordinary Kilometre stones as per Indian Road Congress standard including fixing in standard size in Cement Concrete 1:4:8 block including curing, painting lettering etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Providing and fixing Reinforced Cement Concrete 200 metre stones as per Indian Road Congress standard including fixing in standard size in Cement Concrete 1:4:8 block including curing, painting lettering etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 Cubic Metre 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 etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

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 etcetera complete. (By Manaual Means) a) Upto 1.50 metre lift Normal Rate

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etcetera complete. a) Upto 1.50 metre lift Normal Rate

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etcetera complete. a) Upto 1.50 metre lift Normal Rate

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthen bunds etcetera as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etcetera complete. (prior approval of Superintending Engineer will be necessary)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing soling using 80 mili metre size trap metal in 15 centi metre layer including filling voids with Crushed sand/grit, ramming, watering etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and laying in situ / ready mix / ready mix M-10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etcetera complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artificial sand)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and filling annular space around footing in rock by using concrete of M-15 grade etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing steel anchor dowel bars of 32 mili metre diametre and 4 metre length at the base of the well including drilling holes of 60 mili metre diametre up to 2.5 metre depth in rock, placing the dowels in position and effectively grouting the holes with Cement mortor 1:1 etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and laying in situ / ready mix M-20 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etcetera 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 form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in cement mortor 1:3 etcetera complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 metre in followinh manners (a) Height upto 5 metre (With Concrete Mixer)With fine agreegates of required specifications (VSI sand finely washed etcetera ) i) Height up to 5 metre, normal rate. ii) Height 5 to 7.50 metre, add 5 percent extra over basic rate. iii) Height 7.50 to 10 metre, 7.50 percent extra. iv) Over 10 metre Height, add 10 percent extra for every 2.50 metre rise.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and laying in situ / ready mix controlled M-30 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in Cement mortor 1:3 and curing etcetera complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications (VSI sand finely washed etcetera )

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanical Treated (TMT) FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etcetera complete. (by granular material)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

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 etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and laying weep holes of 100 mili metre diametre Poly Venyle Chloride pipes as per drawing for abutment returns, return walls etcetera Complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work in solid/ deck slab etcetera including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etcetera 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 etcetera ) i) Height up to 5 metre, normal rate. ii) Height 5 to 7.50 metre, add 5 percent extra over basic rate. iii) Height 7.50 to 10 metre, 7.50 percent extra. iv) Over 10 metre Height, add 10 percent extra for every 2.50 metre rise.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and laying in situ / ready mix M-20 Reinforced Cement Concrete of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete work of ballast walls and kerbs including scaffolding, compaction, formwork finishing and curing etcetera 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 etcetera )

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and laying cement concrete wearing coat M-30 grade with batch mix type / concrete mixer with SCADA including reinforcement as per drawings and technical specifications etcetera complete with fine agreegates of required specifications (VSI sand finely washed etcetera )

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing tar paper bearing including laying in proper position etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing expansion joints with 25 mili metre thick bituminous pad as per detailed drawings etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing railing of mild steel angle post 2.0 metre center to center of section 75 mili metre x 75 mili metre x 10 mili metre or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30 centi metre including hold fast of 25 mili metre diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30 centi metre x 30 centi metre x 30 centi metre with three rows of 40 mili metre B class Galvanised Iron pipe provided at 30 centi metre on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and fixing stream lined M-20 grade Reinforced Cement Concrete guard stone including mild steel bar reinforcement etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

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

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

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

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, 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 - II Material

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet 20 mili metre thickness composed of 13.2 mili metre to 5.6 mili metre aggregates premixed with bituminous binder transported to site with Vehicle Tracking System (VTS), laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller( over Black Topped Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 Kilogram/Square metre by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 Metric Tonne. etcetera complete. (VG-30 bulk bitumen rates are considered to arrive at rates)

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of 2 mili metre 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 retoreflective symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3, supported with back support frame 25 mili metre x 25 mili metre x 3 mili metre, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mili metre x 75 mili metre x 6 mili metre, 3.5 Metric Tonne long firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45 centi metre x 45 centi metre x 60 centi metre, 60 centi metre 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 centi metre width including Galvanised Iron fixtures and transportation etcetera 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.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing dry rubble stone pitching 23 centi metre (about 9 ) thick including all material, quarry spalls, labour etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1000 mili metre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etcetera complete.

A] Improvement & Widening to Pohner Sirssala Moha Gardewadi Road SH-211 Km. 10/00 to 12/00 & 19/00 to 37/00 & Construction of Minor Bridge on Km. 6/200 & 13/200 Tq. Parali Dist. Beed

Providing and constructing 50 mili metre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mili metre stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting), heating and spraying the bitumen of specified grade @ 1.75 Kilogram / Square Metre, spreading 12 mili metre size chips compacting with Static roller having weight 8 to 10 Metric Tonne. to achieve the desired degree of compaction as per Technical Specification Clause 506 etcetera complete, including applying tack coat of bitumen of specified grade at the rate of 0.30 Kilogram Square metre(on existing bitumen surface.)

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with Vehicle Tracking System (VTS), laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mili metre compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates)

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet 20 mili metre thickness composed of 13.2 mili metre to 5.6 mili metre aggregates premixed with bituminous binder transported to site with Vehicle Tracking System (VTS), laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)

B] Improvement & Widenint to Pohner Sirsala Moha Gardewadi Road SH-211 Km. 8/500 to 10/800 & 12/800 to 14/00 (Actual Km. 8/500 to 10/200) Tq. Parali Dist. Beed

SHRI SATYASAI BABA INFRA VENTURES PRIVATE LIMITED

Yash Construction co