Rural Development Department has published Constructing Underground Drainage Line Alongwith Road Side Near Balu Dagadu Bodke And Nrayen Haribhau Bahirat At-Bodkewadi Maan , Tal-Mushi , Dist-Pune . . Submission Date for this Tender is 12-11-2020. Drainage Tenders in Grampanchayat Maan Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work:-Constructing underground drainage line alongwith road side near Balu Dagadu Bodke & Nrayen Haribhau Bahirat at. Bodkewadi Maan, Tal, Mushi, Dist. pune. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item No. 1: Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres 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 from 1.5m to 3.0m) By Mechanical Means | BI01010001010000000000000515BI0100001113 | 354 | Cubic Meter |
| 2 | 2 | Item No. 2: Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum, watering, ramming, etc. complete. (Lift upto 1.5m) By Mechanical Means | BI01010001010000000000000515BI0100001114 | 177 | Cubic Meter |
| 3 | 3 | Item No. 3: Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. | BI01010001010000000000000515BI0100001115 | 531 | Cubic Meter |
| 4 | 4 | Item No. 4: 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 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. | 115 | Cubic Meter | |
| 5 | 5 | Item No. 5: 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. | 100 | Running Meter | |
| 6 | 6 | Item No. 6: Providing , constructing and fixing 600 mm dia. Inspection chamber made up of Polypropylene / polyethylene material Having 315 mm diameter inlet(s)/outlets and with eccentric reducers as per requirement to connect 160 mm and 200 mm pipes having thickness of 5 mm and 600 mm in height, with inbuilt shaft achieve the invert depth as per site condition of wall thickness of 5 mm having R.C.C. cover and frame fixing in 150 mm thick in c.c.1:2:4, having crushed sand bed of 150 mm thick of size 750 mm dia. Including excavation and refilling the sides of chamber by ?sand crushed cushioning 150 mm thickness, connecting all required UPVC fittings with rubber lubricant etc.complete. | 8 | Number |
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