Rural Development And Panchayat Raj Department Tender

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M20 (8/it-03, ---- 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

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Marshy soil (8/it-04, ---- 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 unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. mechanical means (8/it-05, ---- 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

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (6/it-01, 7/it-01, (8/it-06, 9/it-01, ---- 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 Technical Specification Clause 301.5 (1/it-02, 2/it-02, 3/it-02, 4/it-02, 5/it-02, 6/it-02, 7/it-02, 8/it-07, 9/it-02, ) ---- 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, 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 in sub-base/base course on a well prepared subbase and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (1/it-03, 2/it-03, 3/it-03, 4/it-03, 5/it-03, 6/it-03, 7/it-03, 8/it-08, 9/it-03,) ---- 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 M 20 (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(P 51 I.No. 16.2 RDPR SR) (1/it-04, 2/it-04, 3/it-04, 4/it-04, 5/it-04, 6/it-04, 7/it-04, 8/it-09, 9/it-04,) ---- 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, spreading and compacting stone aggregates of specific sizes 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. (8/it-10, ---- 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 subgrade and earthen shoulders with approved Material Obtained from Borrow Pits\ pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1( P 8 I. 3.14)RDPR SR (1/it-05, 2/it-05, 3/it-05, 4/it-05, 5/it-05, ) ---- 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

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 and bottom and backfilling in trenches with excavated suitable material. (4/it-06, 5/it-06, 8/it-15, ) ---- 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 drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M10 (4/it-07, 5/it-07,) ---- 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 drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC Grade M20 (4/it-08, 5/it-08,) ---- 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 placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (4/it-09, 5/it-09,) ---- 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 erecting direction and place identification of semi reflective sign boardds as per IRC-67 made of 2mm thick M.S Sheet duly Stove enameled paint white colour in front and greay colour on back with reflective board of 70mm width and required message letter figures with reflective tape of engineering grade as per MORD specifications of required shade and colour Supported and welded on two no's 47mmx47mmof 12SWG squre tube of 3050mm height duly strengthened by 25mmx5mm M.S f;lat iron on edge on back firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45mmx450mmx600mm 600mm below ground level as per approved drawing and Technical Specification Clause 1701 (Name Board) (1/it-06, 2/it-06, 3/it-06, 4/it-10, 5/it-10, ) ---- 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, 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (8/it-11, ---- 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 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (8/it-12, ---- 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 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 either Type A or Type B or Type C as per Technical Specification Clause 508. S-90 (8/it-13, ---- 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 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 S65 (8/it-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 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M10 (8/it-16, ---- 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 drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC Grade M20 (8/it-17) ---- 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 placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (8/it-18, ---- 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600mm equilateral triangle (8/it-19, ---- 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 road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. (8/it-20, ---- 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

KSRRB M800-23.1. Metal Beam Crash Barrier:-Providing and erecting a “W” metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 800.10 complete as per specifications. Excluding cost of earth work excavation and PCC for fixing. A. Type - A, “W” MORTH Specification No. 810 (8/it-21, ---- 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 erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2mm thick M.S Sheet duly Stove enameled paint white colour in front and greay colour on back with reflective board of 70mm width and required message letter figures with reflective tape of engineering grade as per MORD specifications of required shade and colour Supported and welded on two no's 47mmx47mmof 12SWG squre tube of 3050mm height duly strengthened by 25mmx5mm M.S f;lat iron on edge on back firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45mmx450mmx600mm 600mm below ground level as per approved drawing and Technical Specification Clause 1701 (Name Board) (6/it-05, 7/it-05, 8/it-22, 9/it-05) ---- 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