ward no 3 tiloth power house ke pass kuda nistaran bhumi ke vishtar hetu suraksha diwar ka nirmaan karya

Amount

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer in charges, as per drawing and technical specifications clause 305.1 of MORD specification

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material,labour,T&P and royaltiies etc.complete as per drawing and technical specifications Clauses702,704,1202 & 1203 of MORD Specifiction

Providingconcrete forplain/ reinforcedconcrete inopen foundationscompleteas per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6

RandomRubbleStoneMasonry laid in1:6cement andsandmortar, in breastwalls,retainingwalls,parapets,scuppers,etc. includingsupplyofall material, labour, T&Pand royaltiies etc. complete as per drawingand technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Compacting Original Ground Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1

Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stoneboulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)GI wire 10 gauge BWG

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, meshwire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm andlacing wire diameter 2.2 mm. (The work includes filling boulders in thegabions)

Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 for pcc M20 GRADE OF 1:2:4 BY MANUL MEANS

Providing steel R.S.Js/built-up steel sections including cutting,welding/rivetting,hoisting, fixing in position for composite girders with shear connectors complete withpainting as per drawing and technical specifications Clause 1205.6 steel section

BHAGIRATHI CONSTRUCTION JOSHIYARA UTTARKASHI (BID ID -368887)

JNM CONSTRUCTION & ENTERPRISES (BID ID -368997)