Rural Works Department Tender

Constrution of Embankment with aproved material deposited at site for roadway cutting etc.

Constrution of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.

Construction of Subgrade and Earthen Shoulders.Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifs and leads, transpoting to site, spreadinng gradin to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.

Box Cutting, Excavation for Roadway in soil unsing mnual means for carrying of cut earth.

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 rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 (Gr-I Materials)

Water Bound Macadam Grading 3 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying Tack Coat with bitumen emulsion (RS-1).

Providing MSS laying and rolling of closed graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B).

Construction of Un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M25 (grade),

Earth work in excavation of foundation trenches :-- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materia

First Class bedding as per technical specification clause 1105 of MoRD

Back filling. Backfillingin foundation Trenches as per drawing and Technical Specification Clause 305.3.9.

Cement Concrete bedding in M-15 Providing concree (nominal mix) for plain/reinforced concrete in open foundation complete as per dawings and technical specification Clause1105

PCC grade M-10 in leveling course 100mm thick below bed protection.

Providing and laying 300 mm Dia RCC pipe NP-3 Single rowf or culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head

Providing and laying 1000 mm Dia RCC pipe NP-3 Single rowf or culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head

Brick Masonary in Head wall with CM 1:3 Brick masonary work in cement mortar in substructure complete except pointing and plastering as per drawing and technical specification clause 602, 603, 1202 &1204

RCC M-20 in substructure using 12mm size chips including shutering.

RCC M-25 in super structure using 12mm size chips including shutering.

S/F and placing TMT bar Reinforcement (Fe-415) in Sub structure.

S/F and placing TMT bar Reinforcement (Fe-415) in Super structure.

Providing weep hole in brick masonary work/Plaing/reinforced concrete etc.

P/L filtter Media with granular crused aggregate as per specification

P/L bollder appron for bed protection with stone boulder etc.

Plastering with CM 1:4 15 mm thick etc.

600 mm Equilateral Triangular

900 mm Octagon

Ordinary Km Post

200 m Post

Providing Guard stone of M-15 guard/boundary stone et.

Providing and fixing Logo of MMGSY Project MMGSY Sign Board & Maintenance board. Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Painting Lines Dashes, Arrows etc on Roads in Two coats on New Work:- Painting Lines Dashes, Arrows etc on Roads in Two coats on New Work with ready mixed road marking paint conforming to IS:64 on Concrete surface, including claning the surface of all dirt, dust and other foreign mattere, demarcation at site and traffic control.

Painting Lines Dashes, Arrows etc on Roads in Two coats on New Work:- Painting Lines Dashes, Arrows etc on Roads in Two coats on New Work with ready mixed road marking paint conforming to IS:64 on bituminous surface, including claning the surface of all dirt, dust and other foreign mattere, demarcation at site and traffic control.

Maintainance for 1st year.

Maintainance for 2nd year.

Maintainance for 3rd year.

Maintainance for 4th year.

Maintainance for 5th year.