05/EE(Civil-II)/LMP/2024-25

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Demolishing cement concrete manually/ by mechanical means, including disposal of material within 50 metres lead as per direction of Engineer in charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar.

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below.

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

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 - charge, as per drawing and Technical Specifications

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings P.C.C grade M 10 Nominal mix 1:3:6

Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-30 With Batching Plant, Transit Mixer and Concrete Pump etc all required for proper completion of work

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and Technical Specifications

Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC M-30 upto 5m With Batching Plant, Transit Mixer and Concrete Pump etc all required for proper completion of work

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and Technical Specifications

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

Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).

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 and Technical Specifications.

Providing weepholes in brick masonry /stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification

Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification by Mechanical Means

Supplying & laying of drainage composite for use behind walls with Geo synthetic Drainage Composite- Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for drainage, realized by thermobonding a draining core in extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75 mm having pores of 150 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge

Engaging Helper/ labour (unskilled) with T&P etc for proper completion of work in dry and wet condition etc. complete in all respect as per direction of Engineer-in-charge.

Engaging and operation of one no. Hydraulic excavator cum loader machine (preferably JCB) with one operator/driver, Helper including cost of the fuel, lubricants and repair maintenance etc. for removal of slip/landslide/excavated earth/excvation in dry and wet condition etc. complete in all respect as per direction of Engineer-in-charge.

Providing Consultancy for Development of muck dumping yard at left bank of river Yamuna near Kandriyan field hostel site including Topographical survey, soil test and stability test investigation with report and relevent data and supply of detailed archiechtural & structural design and drawing complete in all respect (03 Set).

M/S BHARAT SINGH TOMAR (BID ID -360883)

SHIVANGI ASSOCIATES AND TECHNOCRATS (BID ID -360854)

M/s Dinesh Prasad Dangwal (BID ID -360639)