Construction . Of C . C . Road Frompursotam Ji Tejaswi House To Sitaram Ji House In Ward No . 06 Ameri Bai Mandir To Mahaveer House In Ward No . 06 Sultan Ji House In Side To Mahaveer Ji House Back Side In Ward No . 06 Mahaveer Ji House To Sultan Ji Hous, Urban Deedwana-Rajasthan
TDR : 24579131
Tender Notice
BOQ
Expired
Urban Deedwana
Rajasthan
Construction . Of C . C . Road Frompursotam Ji Tejaswi House To Sitaram Ji House In Ward No . 06 Ameri Bai Mandir To Mahaveer House In Ward No . 06 Sultan Ji House In Side To Mahaveer Ji House Back Side In Ward No . 06 Mahaveer Ji House To Sultan Ji Hous
NAME OF WORK- Const. of C.C.Road From1. Pursotam ji Tejaswi house to sitaram ji House in ward no.062. Ameri Bai mandir to Mahaveer house in ward no.063. sultan ji house in side to Mahaveer ji house Back side in ward no.064. Mahaveer ji house to sultan ji house in ward no.065.Mahendra singh house to shramji pant in ward no. 066. Bopal singh house to mohan singh house in ward no.06
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
CIVIL WORKS
2
1.01
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundationand\ndisposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.
200.7
CUM
3
1.02
Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming toIS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate radationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in a batching plant, transported to site, laidwith a paver with electronic sensor, ompacting with 8-10 tonnesvibratory roller, finishing and curing complete as per clause 601, 112of MoRT&H specification including all material, labour, hinery,\nlighting, guarding and maintenance of diversion.
66.9
CUM
4
1.03
Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with43 grade cement , coarse and fine aggregate conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed asper approved mix design, laid, spread, compacted and finished in a\ncontinuous operation including provision of contraction, expansion,construction and ngitudinal joints etc including all material, abour,machinery, lighting, guarding and maintenance of diversion. PCC M-20
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