Public Works Department Tender

Providing, laying Seal coat Type C over P.C. surface with crushed stone chipping 6.7 mm. nominal size @ 0.90cum per 100 sqm using penetration grade bitumen VG-10 @ 0.65 kg per 100 sqm.including cost of labour at plant and laying site as required and T&P etc but excluding cost of bitumen, Hire charges of plant, Transportation of mix material with tipper and laying with paver finisher finished to required level and grades as per Technical Specification Clause 510.

Construction of 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 30 (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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Construction of U-Type Drain Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soll and disposal of surplus excavated soll as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the all kind of soil as per S.I. No. 2.8.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm (nominal size)) as per S.I. No. 4.1.6

Brick work with common burnt clay (non modular) bricks of class - 150 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) as per S.I. No. 6.1.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm (nominal size)) as per S.I. No. 4.1.3

12 mm Cement Plaster of mix : 1:4 (1 Cement : 4 Coarse sand) as per SOR Chapter 15 S.I. No. 13.4.1

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification clause 301.5

Laying reinforced cement concrement pipe 350mm for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets 350 mm dia