Rural Development Department Tender

Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 and as per the direction of the Engineer in charge.

Construction of embankment 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 and as per the direction of the Engineer in charge.

Labour for laying Sub Base in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Gr-II 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 as per Technical Specification Clause 405 of MoRD by manual means and as per direction of Engineer-In-Charge.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1200mmx900mm Rectangle) Main informatory sign board

CROSS DRAINAGE WORKS Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MoRD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material and as pr the direction of the Engineer in charge

Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge

Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding 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. and as per the direction of the Engineer in charge (1000 mm dia)

Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5)in open foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge.

Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in substructure as per drawings & Technical Specification clauses 802,804, 805,806, 807,1202 & 1204 of MORD and as per direction of Engineer-In-Charge.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 and as per the direction of the Engineer in charge

PROTECTION WORK Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MORD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per direction of Engineer-In-Charge.

Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5)in open foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge.

Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in substructure as per drawings & Technical Specification clauses 802,804, 805,806, 807,1202 & 1204 of MORD and as per direction of Engineer-In-Charge.

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 Clauses 614, 709, 1204.3.7 and as per the direction of the Engineer in charge