Rural Works Department Tender

Prime Coat:- 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 epr Technical Specification Clause 502.

Tack Coat:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.3 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

Mix Seal Surfacing:- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

C.C Pavement:- Construction of un-reinforcedplain cement thickness as perdesign , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 , constrution joints ,applying debonding strips , primer , sealant , dowel bars , near approaches to bridge/ culvert and construction joints, admixtures as approved , curing of concrete slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification clause 1501.

Hard Shouldering:- Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Kilometer Stone:- Reinforced Cement Concrete M15 Grade Kilometer 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.

i) 5th Km Stone

ii) Km Stone

iii) 200 M Stone

Traffic Signs:- Providing and fixing of Retro reflective cautionary, mandatory and informatory sign bard as per IRC:67 made of 1.5 mm thick MS sheet duly stove white colour in front and gray colou on back with red reflctive border of 65mm widt and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600mm below ground level as per approved drawing Clause 1701.2.2 of MORD.

600 mm equilateral & triangle,

600 mm circular

800 mm x 600 mm rectangular,

600 mm x 450 mm rectangular,

Road marking with hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including refectorised glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Road Marking On BT

Road Marking On CC

Boundary Pillar:- 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

Direction And Place Indentification Signs Up To 0.9 Sqm Size Board:-Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

(I)Providing and Fixing 'Logo' of Project:-Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and Fixing 'Logo' of Project

Citizan Information Board As per Drawing

Maintenance Board

Maintenance Board

Brick Masonary in C.M.(1:3) in parapet:-Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

PCC M-20:-Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11

Plastering with cement mortar (1:4):-Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Total Construction Cost in Figures

Maintainance for 1st year.

Maintainance for 2nd year.

Maintainance for 3rd year.

Maintainance for 4th year.

Maintainance for 5th year.