Rural Development And Panchayat Raj Department Tender

Surface Drains in soil - Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines,grades,levels and dimensions. Excavated material tube used in embankment with a lift up to 3m and lead of 50m (average lead 25m) as per Technical Specification Clause 307. By Manual Means.(P 39/3.19(i) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Scarifying existing Granular road surface to depth of 150mm and disposal of scarified material with a lift upto 3m leads upto 1000m as per Technical Specification Clause 301.4 (28/3.1) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(33/3.2) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of 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 Tech(33/3.4) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

WBM Grading 2 - 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By Mechanical Means(47/4.8(ii) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

WBM 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 80-40kN 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. (A) By Mechanical Means (47/4.7(iii)b ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing and applying tack coat with Bitumen emulsion(Rs-1)using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.(54/5.2(iii) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

20mm thick open-Graded premix carpet using Bituminous(penetration grade/modified bitumen) Binder. Bitumen : S - 90 - Providing,laying, and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 either Type A or Type B or Type C as per Technical Specification Clause 508.(57/5.9 case1(i) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Seal Coat S - 90 - 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-. P 48 - 5.12 (A) (i)Case-ii Type B ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers By Mechanical Means with 1 km lead (42/4.9) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

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(16.3/121) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Construction of Pipe Culvert:-Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of disposal up to bracing removal of stumps and other deleterious material and disposal up to a lead of 50 M dressing of sides and bottom and backfilling in trenches with excavated suitable materials I ordinary soil up to 3 m depth (64/11.1 (i)) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing concrete for plain /reinforced concrete in open foundations complete as per drawing and technical specifications clause 802.803 1202 & 1203 I. PCC grade M 10 (I) Nominal mix 1:3:6(32/11.4 (I)) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing concrete for plain /reinforced concrete in open foundations complete as per drawing and technical specifications clause 802.803 1202 & 1203 I. RCC grade M-20 (96/11.4 (iv) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (96/11.8) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing laying in position reinforcement cement concrete pipe NP-3for culverts including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials labour,curing complete as per specification. (254/34.6.3 PWD SR) 600mm dia ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing laying in position reinforcement cement concrete pipe NP-3for culverts including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials labour, curing complete as per specification. (254/34.6.5 PWD SR) 900mm dia ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Constraction of subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreding grading to required slops and compacted to meet requirement of Table 300.2 with lead upto 1000m asper Technicla specification clause 303.1(37/3.14) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 900 mm sides octagon (I.No.10.2 (vii)) ---- complete including cost and conveyance of all materials , labour, hire charges of machinery and equipments with all leads, lifts, loading and unloading charges etc., complete as directed as per specification and direction of the Engineer in charge of work