Tender For Interlocking Work From Nanke Verma Mill To Panchayat Bhawan Srinagar Kathua. - Earth Work In Excavation In Ordinary Soil In Foundation As Per Si No.251 2 E/W In Filling Or Cutting Embankment In Ordinary Soil Including4km Cartage 3 Concrete , Balrampur-Uttar Pradesh
TDR : 48993059
Tender Notice
BOQ
Expired
Balrampur
Uttar Pradesh
Tender For Interlocking Work From Nanke Verma Mill To Panchayat Bhawan Srinagar Kathua. - Earth Work In Excavation In Ordinary Soil In Foundation As Per Si No.251 2 E/W In Filling Or Cutting Embankment In Ordinary Soil Including4km Cartage 3 Concrete
Name of Work: Interlocking work from Nanke Verma mill to Panchayat Bhawan Srinagar Kathua.
Sl. No.
Item Description
1
Earth work in excavation in ordinary soil in foundation as per SI no.251
2
E/W in filling or cutting embankment in ordinary soil including4KM CARTAGE
3
Concrete with 40mm gauge B/ballast,F.Sand (1.25 FM) & Cement With(1:6:12)including supply of all material labour and T&P etc requirtement for complition of work as per SI no. 273
4
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
5
Providing & laying spreading and compacting stone aggregates of 22.4-53 mm size to water bound macadam specification includingspreading in uniform thickness , hand packing ,rolling with three wheel 80-100 kn static roller in stages to proper grade & camber , applyingand brooming , screening Type-B to fill up the interstics of coarse aggregate , watering and compacting to the required density Grading 3 as per technical Specification Clause 405.
6
IstClass M150 b/w with cement & C. sand mortar in foundation in proportion (1:4) including supply of all labour & material and T&p etc.as per SI no.305b
7
Supply of Rubber mouled Reflective Zig-Zag 80 mm thick precast compressed CC inter locking block, compressive strength shall not be less than 30MPA and weight not less than 5.50kg each block including cost of 50mm thick bedding sand and joint filling with sand all material, labour T&P etc required for proper completion of the work over the prepared base with as directed by Engineer-in-charge
8
12 mm thick plaster with cement, coarse sand &top of wall SI no.584
9
R.C.C work with cement , coarse sand & 20mm stone gritt in proportion 1:2:4 including supply of all material and labour and T&p etc. for cover of drain as per SI no. 284
10
M.S iron work such as reinforcement including cutting bending binding as per si no. 504
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