Rural Development Department has published 1 . Improvement To Road Mekhali Jambhali Fata To Bhosale Chopade Wasti Road Vr - 250 . Tal Baramati. Submission Date for this Tender is 28-01-2021. Road Work Tenders in PUNE Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work: 1.Improvement to Road Mekhali Jambhali Fata to Bhosale Chopade Wasti Road VR - 250.Tal - Baramati | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item No. 1: Dressing of side shoulder / Scrapping the road side shoulder by Rupees Five Only Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed | BI01010001010000000000000515BI0100001113 | 450 | Sqm |
| 2 | 2 | Item No. 2: Providing pick and roll surface by picking the old WBM surface to the required standard, adding 30% of 40mm size metal and required quantity of murum including laying sectioning, watering, compacting with static roller with thin layer of murum blindage on carrageway, watering and compacting by static roller, including cost of all materials, loading, unloading, stacking and labour etc. complete. Spec.No. : As directed by Engineer- in-charge. | BI01010001010000000000000515BI0100001114 | 2400 | Sqm |
| 3 | 3 | Item No. 3: Soil Stabilisation-Stabilization of in-situ (existing pavement crust) or soil or otherwise sub-base course upto the required depth by cold in-situ recycling using chemical itives/otherwise: Providing out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4\nmt and with minimum engine horse power of 440 kw with a variable working\ndepth of minimum 50 cm.The resultant stabilised mix then would be profiled to\nthe required grade ,level and thickness using motor grader and the mix would\nbe compacted using 20 tonne pad foot roller in combination with smooth whell\nroller to achieve desired proctor density as per IRC37-2012 and complete in all\nrespects and curing with water as required including all materials ,labor and\nmachinery etc. The entire In-situ process would be carried out in single pass\nwith milling and pulverzing of damaged asphalt\npavement/soil/aggregates/soil-aggregate mixture to the desired depth and with\nsimultaneous addition of additives and water with machine integrated spray\nbars fitted on the wheeled self-propelled and vibratory pad foot roller to\nachieve desired proctor density in all respects. Necessary graded stone\naggregates shall be added to achieve desired profile of the road. The minimum\nunconfined compresssive strength (UCS) of stabilized sub base should be 4.5\nto 7 MPa after 7 / 28 days curing as per IRC37-2012 .Also ,durability aspects\n(wet-dry cycles) of stabilized sub base should be satisfied as per IRC37-2012\n.The gradation mixes and magterials should be as per IRC37-2012.\npulverizing,spreading,milling and mixing of chemical additives at the rate of minimum 750 ml/cum require quantity as per job mix design in accordance with IRC37-2012. Cementitious additive @ rate of minimum 4% should be spread on the existing pavement using a mobile truck mounted containerized cement / additive spreader with microprocessor controlled weighing and spreading system.The additive spreader shall have variable working width sufficient to cover whole pavement lane.The in-situ stabilization process shall be carried | BI01010001010000000000000515BI0100001115 | 359 | Cum |
| 4 | 4 | Item No. 4: Prime coat - Providing and applying primer coat with bitumen Rupees Twenty One Only 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. | BI01010001010000000000000515BI0100001116 | 2400 | Sqm |
| 5 | 5 | Item No. 5: 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 WITHOUT SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) | BI01010001010000000000000515BI0100001117 | 2400 | Sqm |
| 6 | 6 | Item No. 6: 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 | BI01010001010000000000000515BI0100001118 | 2400 | Sqm |
| 7 | 7 | Item No. 7: Supplying hard murum/ kankar at the road site, including conveying and stacking complete | BI01010001010000000000000515BI0100001119 | 144 | Cum |
| 8 | 8 | Item No. 8: Spreading hard murum/ soft murrum/ gravel or kankar for side Rupees Seventy Two Only width complete | BI01010001010000000000000515BI0100001120 | 144 | Cum |
| 9 | 9 | Item No. 9: Compacting the hard murum side widths including laying in layers Rupees Sixteen Only on each side with vibratory roller including artificial watering etc. complete. | BI01010001010000000000000515BI0100001121 | 960 | Sqm |
| 10 | 10 | Item No. 10: 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) | BI01010001010000000000000515BI0100001122 | 2400 | Sqm |
| 11 | 11 | Item No. 11: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means | BI01010001010000000000000515BI0100001123 | 2.81 | Cum |
| 12 | 12 | Item No. 12: Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. | BI01010001010000000000000515BI0100001124 | 5 | Rnmt |
| 13 | 13 | Item No. 13: Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two | BI01010001010000000000000515BI0100001125 | 1 | Nos |
| 14 | 14 | Item No. 14: Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 1.5mm 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 & 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. | BI01010001010000000000000515BI0100001126 | 2 | Nos |
| 15 | 15 | Item No. 15: Providing and fixing R.C.C. 200 metre stones as per I.R.C. standard including fixing in standard size C.C.1:4:8 block including curing, painting lettering etc. complete. | BI01010001010000000000000515BI0100001127 | 4 | Nos |
| 16 | 16 | Item No. 16: Providing & fixing R.C.C. 1:2:4 ordinary km. stones including painting numbering etc. complete for N.H./ S.H./ M.D.R. etc. as per IRC design for highway km stone and fixing in standard size C.C. 1:4:8 block etc. complete. | BI01010001010000000000000515BI0100001128 | 1 | Nos |
| 17 | 17 | Item No. 17: BASIC TEST OF AGGREGATE. Sieve Analysis. | BI01010001010000000000000515BI0100001129 | 1 | Nos |
| 18 | 18 | Item No. 18: BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity.Impact Value Crushing Value. | BI01010001010000000000000515BI0100001130 | 1 | Nos |
| 19 | 19 | Item No. 19: SOIL / MURUM Sieve Analysis. | BI01010001010000000000000515BI0100001131 | 1 | Nos |
| 20 | 20 | Item No. 20: SOIL / MURUM Liquid limit & plastic Limit. | BI01010001010000000000000515BI0100001132 | 1 | Nos |
| 21 | 21 | Item No. 21: SOIL / MURUM Field Density by Sand replacement method. | BI01010001010000000000000515BI0100001133 | 1 | Nos |
| 22 | 22 | Item No. 22: BITUMEN Extraction Test. (Bituminous Mix) | BI01010001010000000000000515BI0100001134 | 1 | Nos |
| 23 | 23 | Item No. 23: BITUMEN Penetration, Softening Point, Flash & Fire Point, Specific Gravity | BI01010001010000000000000515BI0100001135 | 1 | Nos |
| 24 | 24 | Item No. 24: Royalty Charges for HARD MURUM. Rate Inclusive of surcharge of 2% (141.34 + 2.82 = 144.16) | BI01010001010000000000000515BI0100001136 | 574.8 | Cum |
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