Public Works Department Tender

Providing and laying 7.50/10.00cm compacted thickness of stone aggregates of specific sizes 45-63 mm of water bound macadam specification incluidng 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 dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge.

Providing and laying 7.50 cm compacted thickness of stone aggregates of specific sizes 22.4-53 mm of water bound macadam specification incluidng 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 dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -3 as per technical specification clause 405 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per direction of Engineer in charge.

Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means. As per technical specification clause 502 (Including of Emulsion)

Providing and applying tack coat with Bitumen (VG-10) at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer complete as per Technical Specification Clause 503. (Including of Bitumin)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (Including of Bitumin)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510 (Including of Bitumin)

Brick edging on both sides of the road of first class bricks 8 cm (3'') wide and 12 cm. ( 4.5") deep laid with mud mortar including labour & supply of bricks finish to the required templeate and in proper alignment and also including dressing ramming the excavated earth as directed by Engineer-in-charge (Including of Bitumin)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (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, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,ushing curing compound (where specified) and water finishing to lines and grade as per dwawing and technical Spec

Earth work in patries with ordinary soil (loam,clay and sand) excavation to be in the form of regular pits not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers including the ramming and dressing the surface to required levels, slopes and also including 1.5 m lift and 30 m lead the earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m distance as directed by the Engineer-In-Charge including mechanically compaction without royalty as per ( S.I. No. 253) in

NP3 Hume Pipe Culvert 600 mm Dia- 1 No. Earth work in excavation in foundation as per S.I. No. 251

Concrete with 40 mm gauge brick ballast, fine sand of 1.25 F.M. and cement in the proportion of 6:3:1 as per S.I. No. 280

Supply of 600 mm dia Hume Pipe NP-3 type

Laying of R.C.C. Hume pipe in construction of culvert.

Class 150 A brick work in 1:3 cement and fine sand mortar As per S.I.No. 306

Class 150 A brick work in 1:3 cement and coarse sand in super structure As per S.I.No. 307

Struck pointing with 1:2 cement and fine sand. As per SI. NO. 574

Earth work in ordinary soil. As per SI. No. 253

Lettering & Pianting

Road Furniture Supply and Fixing Iron Sign Board

Supply and Fixing of KM, Hectomeer Stone

Cost of IInd Year Maintinance @ 0.75%

Cost of IIIrd Year Maintinance @1.50%

Cost of IVthYear Maintinance @2.25%

Cost of Vth Year Maintinance @3.00%

G.S.T. @ 18% of executed work as applicable on sanction G.O. Term.