Rural Development And Panchayat Raj Department Tender

Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, graded, levels and dimensions, excavated material to be used in embankment as per Technical specification Clause 307 .[by mechanical means] In soil

Construction of embankment with approvrd material deposited at site from roadway cutting and excation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per techinical specification clause 301.5

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 to tables 300.1 and 300.2 with a lead upto 1000 m as per techical specification clause 301.5 (Page No. 31 I No. 3.4)

WBM Grading II. 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 80-100KN 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 Manual means.

WBM Grading III. 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 80-100KN in stages to proper grade and camber,applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per Technical specification clause 405. By Manual means.(Page No. 20 &21 I No. 4.7-3) (A)

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 Smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Cement Concrete Pavement: Construction of un reinforced, plain cement concrete pavement , thickness as per design over a prepared sub base with OPC Cement or any other type as per clause 1051.2.2 with 25 mm and down size graded granite metal coarse aggrgates and fine aggrgates , with super plasticiser at 3 ltrs conforming to IS 9103 - 1999 reaffirmed 2008 mixed in a concrete mixer of not less than 0.60 cum capacity and approaiate weigh batcher as per approved mix design laid in approved fixed side form work ( steel channel . laying and fixing of 125 micron thick polythene film , wedges , steel plates including levelling the form work as per drawing ) & Spreading the concrete with shovels, rackers compacted using needle , screed and plate vibrator and finished in a continuous operation including provision of contraction , expansion , construction and longitudinal joints, joint filler, separation member, selant primer , joint sealant , admixtures as approved , curing compound , finishing to lines and grades as per drawing complete as per specifications.PRED SR 2016-17, I.NO.16.30 P.No:119.00 Rs:4710.00/cum

Construction of Subgrade and Eartern Shoulders Construction of Subgrade and Eartern Shoulders with approved material obtained from borrow pits with all lead and lift, transporting to site, spreading, grading to required slope and compacting to meet requirement to tables 300.2 with lead upto 1000 m as per techical specification clause 303.1

Prime Coat : Low Prosity : Providing and applying primer coat with bitumen emulsion (SS-1) 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 Techincal Specification Clause 502.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(PRE SR 18-19,P NO 49,I NO 5.2(i))

Providing, laying and rolling of Open Graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508. Case II By MECHANICAL MEANS using Bitumen S-65 PRE SR 2018-19, I.NO. 5.9 P.NO.12 ,Rs. 112.00/Sqm

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

DISMANTLING EXISTING STRUCTURES like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone masonry in cement mortar,

Pipe culvert : 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 side in ordinary soil upto 3.00 mtrs depth

Providing concrete for plain/reinforced concrete in open foudation complete as per drawings and technical specification Clause 802, 803, 1202 & 1203 P C C grade M 10 (ii) Nominal Mix 1:3:6

Plain/reinforced cement concrete in open foundation complete as per drawings and technical specifications clause 802,803,,1202& 1203 P.C.C. Grade M:15 Nominal mix 1:2:5.5(hand mixing)

Stone masonry work in cement mortar in foundation complete as per drawing and technical specification,II Coursed rubble masonry (2nd sort),In 1:4 cement mortar

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row inbcluding fixing collar with CM 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets complete as per drawing and techinical spicification Clause 1106

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification Cluase 1302 Stone/Boulder

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