Hyderabad Metropolitan Development Authority Tender

item;Painting with 2 coats of ready mixed synthetic Enamel paints in all shades Grade - I having VOC (Volatile Organic Compound ) content less than 50grams/Lit. over primer coat of first quality of approved make for new plastered surface including cost and coneyance of all materials like paint brushes etc. to site including all labour charges for preprationof surface painting etc complete for finished item of work and as directed by engineer in charge. For Stretch-I, Stretch-II & Stretch-III

item;Supply, laying & fixing of precast concrete blocks of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification to site including all labour charges,loading & unloading, laying to desired lines and levels etc., including Contractor's and over head profit complete for finished item of work and as directed by the Engineer in charge. For Stretch-I, Stretch-II & Stretch-III

item;Supply and spreading of stone crusher dust (HBG stone chips 2.36 mm and below ) not more than 10% passing 0.075 sieve. for resting the pavers and filling the voids and crevices between the pavers, including cost and coveyance of all materials to site, leads, lifts, and labour charges etc., including Contractor's and over head profit but excluding seinorage charge, complete for finished item of work and as directed by Engineer In Charge. For Stretch-I, Stretch-II & Stretch-III

item;Supply and fixing of Pre-Cast RCC Kerbing blocks (600 X 325 X 150mm) true to its alignment as specified by the Dept. to form divider including pointing with cement motor (1:3) prop. Cost and conveyance of all materials like cement and water etc., made with rubberized modules of M30 grade Design Mix with 350 Kgs cement / Cum of Concrete, 20mm to 6mm nominal size (SS 5) Hard Granite machine Crushed metal @ 0.80 cum/cum. Of concrete and sand @ 0.40 cum/cum of concrete for RCC works including cost and conveyance of all materials like cement sand coarse aggregate water etc., to site, seigniorage charges, all taxes and labour charges for mixing, laying concrete, tamping, vibrating, lifting, curing finishing top surface including hire charges of machinery and vibrator complete for finished item of work and transportation of precast blocks from casting site to work site of each 0.6m length (CC block as per design & specification etc.), complete for fnished item of work and as directed by the Engineer-in-charge. For Stretch-I, Stretch-II & Stretch-III

item;Supply and placing of the M-10 Design Mix Concrete by ready mix, mixed in a batching/mixing plant as per approved mix design, for sub base over a prepared subgrade, cement content not to be less than 220Kg/Cum with crushed stone coarse aggregate of 20 mm and 10 mm nominal sizes graded, with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, concrete strength not to be less than 10 Mpa at 28 days, including cost and conveyance of all materials like cement, sand, coarse aggregate, water, centering etc., to site, all labour charges for mixing, transported to site by transit mixer, pumping and laying concrete, centering and vibrating, curing and finishing etc. complete, excluding seigniorage charges and including scaffolding chargesetc., for finished item of work, as per Technical Specification Clause 1500, 1700 & 2100 MORTH., Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used.complete for finished item of work as directed by Engineer-in-charge. For Stretch-I, Stretch-II & Stretch-III

item;Collection supply and filling with borrowed Gravel including cost and coveyance of gravel and water to work site and all operatinal, incidental, labour charges, hire charged of T&P,including Contractor's and over head profit but excluding seinorage charges etc., complete for finished item of work and as directed by engineer in charge (APSS NO. 309 & 310) For Stretch-II & StretchIII

item;Carting away surplus excavated earth from the work site with a lead of 10.0 km beyond initial lead and conveyance etc., including Contractor's and over head profit,Complete for finished item of work and as directed by Engineer in charge. For Stretch-I, Stretch-II & Stretch-III

item;Excavation in Soil by Mechanical Means : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH, including Contractor's and over head profit but excluding Seigniorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For Stretch-I, Stretch-II & Stretch-III