Works Department Tender

Earth work in all kinds of soil within 50m initial lead and 1.50m initial lift including rough dressing and breaking clods to maximum 5cm. To 7cm and layingin layers not exceeding 0.3m in depth including proper compaction with PRR etc complete.

Providing applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 4.0kg/10sqm using mechanical means as per technical specification clause 502 etc complete asper directionof Engineer in charge.

Cleaning the existing black topped surface with removal of foreign materialswith brooms or soft brushes and finally dusting with old gunny bags and/orcompressed air to receive bituminous treatment etc complete asper direction of EIC

Reinforced cement concrete M15 grade guard stone/ local stone of standard design as per IRC:25 fixed position including finishing as per drawing and technical specifiction clause of MORD ( fixing of berm) etc complete asper direction of Engineer

Flank dressing to proper grade & camber on both side berms including T&P materials etc. complete as per direction of the Engineer in charge.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoRT&H Specifications for Road & Bridge works (4th Revision)

800mmx600mm Rectangle

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scrapping etc as per MORD technical specifiction clause 1915 as per direction of the Engineer in charge.

Cement Concrete (1:2:4) with 12mm size h.g.c.b Chips including hoisting and laying including cost,carriage,royalty and curing etc.complete as per specification clause 802,803,1202 and 1203 and direction of the Engineer-in-charge.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

600mm circular

Cleaning existing granular surface including removal of foreign materials with wire brushes and small picks, seeeping with brooms or soft brushes and finally dustong with old gunny bags and / or compressed air to receive bituminous treatment etc complete asper direction of Engineer charge.

Providing and layign semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of apecified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site laying with a hydrostic pave finisher with sensor control to the required grade level and aligjment rolling with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 of MOSRT&H specificationf or road and bridge works (4th revision) etc complete as per specification and direction of Engineer in charge.

Reinforced cement concrete M15 grade kilometer stone/ local stone of standard design as per IRC:8 fising in position including painting and printing etc as epr drawing an technical specification clause 1703 of MORD etc complete asper direction of Engineer in charge.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) etc complete asper direction of Engineer in charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm widthand required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural roads of required shade and colur supported and welded on 47mmx47mmx12 SWG sheet tube firly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450c450x600mm below ground level as per approved drawing clause 1701.2.2

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 600mmx 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 of MoRD and as per direction of Engineer in charge.

conveying from stacks and spreading moorum on road surface to proper thickness and camber for toppingincluding cost and carriage ofmaterials etc complete asper direction ofEngineer in charge.