Rural Development And Panchayat Raj Department Tender

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 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Maintenance of gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material and compacting it with appropriate equipment or to strip excess of material from the road surface as per drawings and technical specification Clause 1905 With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of 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 Gravel mix soil using With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000, 2300 450mm dia With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000, 2300 600mm dia With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000, 2300 750mm dia With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of materials, labour, HOM complete as per specifications, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000, 2300 900mm dia With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Excavation for Structures 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 material and disposal upto a lead of 50 m, dressing of sides With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of 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 With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of 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 0.1OxO.1Ox2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 1Omm dia main steel bars and 8mm dia stirups. 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 of0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and atthe place indicated by the Engineer incharge of the work. The cost includes excavation, bare cost of all materials, cost of steel, centering, transportation charges, fixing charges, labour, HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

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 With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of 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 Nominal Mix 1:3:6 PCC grade M 10 With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m R.C.C M 20 With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Supplying, fitting and placing TMT bar reinforcement in Superstructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Providing and laying pitching on slopes laid over prepared filter medial as per drawing and technical specifications Clauses 1302 Stone/Boulders With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.

Dismantling of Flexible Pavements Dismantling of Flexible Pavements and disposal of dismantled materials up to a lead of 100 mtr stacking servceable and unserviceable materials separately as per technical specification clause 202 By Mechanical means, Bituminous Courses With All Lead And Lifts , loading and un loading charges complete as per the directions Of Engineer Incharge Of Work ---- With All Lead and Lift, Loading and Unloading Charges etc., all are as per the Direction of Engineer In Charge of the Work.