Tender For A) Strengthening And Black Topping To Khavaspur Sherewadi Dhudhalwadi (Landa Mahadev Road To Khavaspur) Odr No. 145 Ch. 7.500 To 9.500 Tal. Sangola (5054-Ts. No. 1368/25-26) B) Strengthening And Black Topping To Old Lotewadi New Lotewadi K
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Project Description
Tender for A) Strengthening And Black Topping To Khavaspur Sherewadi Dhudhalwadi (Landa Mahadev Road To Khavaspur) Odr No. 145 Ch. 7.500 To 9.500 Tal. Sangola (5054-Ts. No. 1368/25-26) B) Strengthening And Black Topping To Old Lotewadi New Lotewadi Katfal To Kolegaon Odr No. 146 Ch.6.500 To 7.500 (5054-Ts. No. 1330/25-26)
BOQ
| Sl. No. | Item Description |
| 1 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. SSR.2021-22 P.No/I.No 117/21.33 Sp.NO .BDW A) ODR No. 145 Ch. 7.500 to 9.600 |
| 2 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 3 | 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) ODR No. 145 Ch. 7.500 to 9.600 |
| 4 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 5 | Packing the Road surface including sectioning etc. complete (WBM Surface)A) ODR No. 145 Ch. 7.500 to 9.600 |
| 6 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 7 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. CD.7 Page.No. 162 A) ODR No. 145 Ch. 7.500 to 9.600 |
| 8 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 9 | 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) mm Aggregate)A) ODR No. 145 Ch. 7.500 to 9.600 |
| 10 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 11 | 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) ODR No. 145 Ch. 7.500 to 9.600 |
| 12 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 13 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. 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 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)B) ODR No. 146 Ch.6.500 to 7.500 |
| 14 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)B) ODR No. 146 Ch.6.500 to 7.500 |
| 15 | 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)B) ODR No. 146 Ch.6.500 to 7.500 |
| 16 | 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 KgSqm. 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)B) ODR No. 146 Ch.6.500 to 7.500 |
| 17 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete.SSR 31 / 2.29 aA) ODR No. 145 Ch. 7.500 to 9.600 |
| 18 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 19 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete.SSR 31 / 2.30A) ODR No. 145 Ch. 7.500 to 9.600 |
| 20 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 21 | Providing and fixing Information Sign Board of Size 0.90 X 0.60m. Prepared on 16 gauge M.S. Sheet with Horizontal bracing of M.S. Flat on size 25 X 6 mm including Painting with One Coat Zinc Chrome primer and Two coats oil painting including two number of M.S. angle Iron Post of Size 50 X 50 X 6 mm of 2.70 m lomg including Conveying all taxes fixing in Ground with cement concrete1:4:8 block of 45 X 45 X 45 cm size as directed by Engineer in charge etc. complete.A) ODR No. 145 Ch. 7.500 to 9.600 |
| 22 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 23 | Basic TEST of AGGRIGATE Water Absorption sp Gravity Impact Crusing ValueA) ODR No. 145 Ch. 7.500 to 9.600 |
| 24 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 25 | TEST REPORT of AGGRIGATE Sieve AnalysisA) ODR No. 145 Ch. 7.500 to 9.600 |
| 26 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 27 | TEST REPORT of Soil / MurumA) ODR No. 145 Ch. 7.500 to 9.600 |
| 28 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 29 | TEST REPORT of Bitumen B) ODR No. 146 Ch.6.500 to 7.500 |
| 30 | Royalty ChargesA) ODR No. 145 Ch. 7.500 to 9.600 |
| 31 | B) ODR No. 146 Ch.6.500 to 7.500 |
| 32 | A) Add GST for Work Portion 18 % |
| 33 | B) Add GST for Work Portion 18 % Please Enable Macros to View BoQ information |
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