Public Works Department Tender

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30-0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Chapter-05, Bases an 5.2(i) (Rates are including cost of Bitumen) (For Bituminous Portion)

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. Case - II By Mechanical Means (I)Bitumen (S-90) Chapter-05 (5.9Case-II(I) (Rates are including cost of Bitumen) (For Bituminous Portion)

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 Case - III : Type C (I)Bitumen (S-90) Chapter-05 (5.12 By Mechanical Case-III Type C(i) (Rates are including Cost of Bitumen) (For Bituminous Portion)

Construction of un-reinforced, plain cement concrete avement thickness as per disign, 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 conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 02 cum capacity and appropriate weigh batcher using approved mie 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 shove's, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curning of concrete slabs for 14 days. curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Mathura) as per SI.No. 13, Ch.No.-20 (For C.C. Portion)

Construction of embankment with Material Obtained from Availble Land 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, 1000M spreading. grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 as per SI.No.-19, Ch. No.-20 (For C.C. Portion)

Construction of inaugration foundation platform for 3 feet x 2 feet size granite stone including Excavation, PCC (1:5:10 in fine sand) 7.50cm thick, Brick work in cement mortar (1:4 in course sand), 15mm cement plaster in cement mortar (1:4 in course sand) with finishing walls with water proofing cement paint to or more coat of approved brand & manufacture as per direction of Engineer-in-charge. (For C.C. Portion)

Supply & fixing at site polished granite jet black stone 3 feet x 2 feet size in required design & pattern including engraving & golden painting of letters as per direction of Engineer-in-charge. (For C.C. Portion)