Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Eprocure
Opening Date23 Feb 2019
Closing Date28 Feb 2019
Tender Amount₹ 30,71,000
Costs
EMD
₹ 61,420Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tirunelveli District Mines And Minerals Fund 2018-19 Strengthening To The Thanoothu To Veerasigamani Road In Melaneelithanallur Panchayat Union
Description
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Contact
Tender Id
2019_RDTN_123643_1Bid Award Id
ViewTender No
A2/377/2019Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
Picking the existing BT surface including consolidating by the power roller and all labour charges etc. complete Km 0/0-2/0
2000
-
-
Providing and Laying red Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction
-
-
-
Km 0/0-1/0
120
-
-
Km 1/0-2/0
120
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. [2(A)]
-
-
-
Km 0/0-1/0
228.75
-
-
Km 1/0-2/0
225.75
-
-
Providing and applying Tack Coat over with Bitumen Emulsion (RS-1) using Emulsion distributor at the rate of 0.40 kg per sqm on the prepared Granular surface (Water Bound Macadam Gr III layer) treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (ii)
6060
-
-
Providing and laying center hot mix plant Premix Carpet with seal coat Type - A 20 mm compacted thick using 0.18cum of 13.20 mm IRC size HBG machine crushed chips and 0.09 cum of 11.20 mm IRC HBG machine crushed chips with 14.6 Kg of (60/70) bitumen for 10 Sq.m of Premix carpet including laying of seal coat type ‘A’ over the premix carpet using 0.09 cum of 6.7 mm IRC size HBG machine crushed chips with 9.8 KG of bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for pre – measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in Mini Hot Mix plant for pre mix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 & 510 (III revision) including all labour charges hire and fuel charges for Mini Hot mix plant power roller 80-100 KN and all other tools and plants employed therefore etc., complete . (ii) Bitumen (S-65). Km 0/0 - 2/1
-
-
-
Km 0/0-1/0
3050
-
-
Km 1/0-2/0
3010
-
-
Provision for HM stone at each Furlong/Hectameter - 200m (regular intervals) as per standard dimensions and specifications mentioned in the departmental specifications etc., complete
8
-
-
Provision for KM stone of size 0.75mx0.23mx0.10m
2
-
-
Construction of Retaining wall
-
-
-
Earthwork excavation in all clauses of Soils and Subsoils except hard rock requiring blasting including Shoring, Strutting and dressing the excavation upto sill level to maintain the foundation width as per the specifications SS 20B etc., complete
36.74
-
-
Cement concrete 1:4:8 mix using 40mm ISS HBGS metal laid in layers not more than 15cm thick inculding cost and coveyance of all materials to site, labour charges for mixing ,laying,compacting and curing etc complete., For Foundation - Base Concrete
6.68
-
-
Supplying and erection Steel Centering for sides and soffits inculding necessary supports and structing for plain surfaces such as RCC Slab, Lintel, Beam, Column, Sunshade including cost and coveyance of all materials to site and all other incidental charges etc complete.,
197.32
-
-
Cement concrete 1:3:6 mix using 40mm ISS HBGS metal laid in layers not more than 15cm thick inculding cost and coveyance of all materials to site, labour charges for mixing ,laying,compacting and curing etc complete.,
65.38
-
-
Refilling Back filling with excavated earth (other than sand ) on road side for road way widening complying with standard specification for filling in foundation and basment
28.18
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-
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