IMPROVEMENT OF ROAD FROM AMBEPANA TO CHARANWADI APPROCH ROAD IN MOKHADA NAGARPANCHAYAT LIMIT AT MOKHADA. TALUKA MOKHADA

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 50m. and spreading for embankment or stacking as directed.

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 & 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)

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 catch / side water gutter in hard murum and boulders 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.

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

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

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

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 A (13.2) millimetre Aggregate)

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)

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 100% crusher broken metal with conical crusher palnt, heating and spraying the bitumen of specified grade @ 1.75Kilogram/ Square Metre, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat at the rate of 0.30 Kilogram Square Metre.on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates)

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 Kilogram/10 Square Metre. (VG-30 bulk bitumen rates are considered to arrive at rates)

Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with 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)

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 KilogramSquare Metre. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)

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) (A) Upto 1.50 m. lift Normal Rate

Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (a) Upto 1.50 m. lift Normal Rate (b) 1.50m to 3.00m lift, Add 10% (c) 3.00m to 4.50m lift, Add 20% (d) 4.50m to 6.0m lift, Add 30%

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 1:4:8 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 fine agreegates of required specifications (Natural sand / VSI sand finely washed etc)

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 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 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 form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in following manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope etc. complete.

Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.

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

Royalty Charges-MURUM, RUBBLE- as per revenue and forest departments gazette No.67 Dt.15 May 2015, as per Instruction in SSR 2020-2021, Section A-General notes-V, Page No. 3 for the year 2020-2021 for Items of lime, stone, lime shell, stones, rubble, stone dust, shingles, graval, murum, kankar and ordinary clay, ordinary earth (to be used for embankment and filling) slate and shell etc.

Royalty Charges- SAND- as per revenue and forest departments gazette No.67 Dt.15 May 2015, as per Instruction in SSR 2020-2021, Section A-General notes-V, Page No. 3 for the year 2020-2021 for sand etc.

CEMENT- Carrying out Standard Consistancy Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness test on CEMENT with required frequency in Govenmemt Public Works Department laboratory etc complete.

SAND- Carrying out Fineness Modulus ( Sieve Analysis ),Silt & Clay Content test on SAND with required frequency in Govenmemt Public Works Department laboratory etc complete.

AGGREGATE - Carrying out Water Absorption, Specific gravity, Impact Value, crushing value test on AGGREGATE with required frequency in Govenmemt Public Works Department laboratory etc complete.

AGGREGATE - Carrying out Sieve analysis test on AGGREGATE with required frequency in Govenmemt Public Works Department laboratory etc complete.

AGGREGATE - Carrying out Flakiness Index and Elongation Index test on AGGREGATE with required frequency in Govenmemt Public Works Department laboratory etc complete.

CONCRETE - Carrying out Compressive Strength OF Cement Concrete Cube test on CONCRETE (Set of 3 Cubes) with required frequency in Govenmemt Public Works Department laboratory etc complete.

BITUMEN - Carrying out Penetration, Softening point, Flash & Fire point , Specific Gravity test on BITUMEN with required frequency in Govenmemt Public Works Department laboratory etc complete.

BITUMEN - Carrying out Ductulity/ Elastic Recovery test on BITUMEN with required frequency in Govenmemt Public Works Department laboratory etc complete.

BITUMEN - Carrying out Viscocity test on BITUMEN with required frequency in Govenmemt Public Works Department laboratory etc complete.

MURUM - Carrying out Liquid Limit & Plastic Limit test on MURUM with required frequency in Govenmemt Public Works Department laboratory etc complete.

Sarkar Enterprises

DAWANGE AND CHAUDHARI ASSOCIATES