Rural Development And Panchayat Raj Department Tender

Construction of embakment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification clause 301.5 ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.

construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to table 300.2as per Technical specification clause 303.1. ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Naturally Occuring gravel ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.

Water Bound Macadam With Crushable Screenings : WBM Grading 2 : Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical specification clause 405. By Mechanical Means ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.

Earthwork in excavation for structures upto 3m depth as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil upto 3m depth. ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.1000 mm dia ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M10 Nominal mix 1:3:6. ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. RCC grade M 20 ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.

Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.10x0.10x2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:3 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineering charge of the work. The cost includes excavation, cost of all materials, cost of steel, centering, transportation charges, fixing charges etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.

Engaging Painter (1st Class) for painting work. ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.

Supply of Enamel Metal Paint for painting work. ---- etc., complete with all lead and lift, loading & unloading. And as directed by the Engineer-in-charge of the work.