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| 1 | Items : |
| 2 | Excavation for foundation upto 1.5 m depth including sortingoutandstacking of useful materials anddisposing off the excavated stuff at safe place as directed by engineer incharge.(B)Dense or Hard soil. |
| 3 | Excavation for foundation fordepth from1.5 mto3.0 m includingsortingoutandstacking of useful materials anddisposing off theexcavated stuffupto all lift & lead. (B)Dense orHard soil etc completed as directed by the engineer incharge |
| 4 | Providing and layingcement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded brick bat aggregate 40mm normal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (more than 10 ton) etc completed as directed by the engineer incharge |
| 5 | Providing and laying controlled cement concrete M.200 andcuring complete includingthe cost of formwork but excluding reinforcement for reinforced concrete work in (A) Foundations,footings, Baseof columnsandMassconcrete. (upto 10 ton) etc completed as directed by the engineer incharge |
| 6 | Filling available excavatedearth (excluding rock) in trenches.plinth, sides of foundations etc. in layers not exceeding 20 cm. in depthconsolidating each dispositedlayer by ramming and watering etc completed as directed by the engineer incharge |
| 7 | Providing material and labour for filling in foundation and plinth with RUBBLE under floors including filling gravel in gaps and consolidating deposited layers by ramming water etc completed as directed by the engineer incharge. |
| 8 | Providing material & labour TMT Bar 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton) etc completed as directed by the engineer incharge |
| 9 | Providing material & labour for fusion bonded epoxy coating not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620-1993/astm-775M including testing of coating at plant and all taxes (A) 10mm to 16mm dia. Bars. complate. |
| 10 | Providing materail and labour for teakwood column having size of 150 x 150 mm including cross-bracing of 100 x 100 mm in longitudnal direction & height as per site condition in R.C.C. footing as per design details including all necessary fixtures & fitting stainless-steel plate, ss bolt & nut, washer, gasket, etc.including sanding, dent filling, staining and 2 coat of pu weather protection paint for exterior wood etc completed as directed by the engineer incharge |
| 11 | Providing materail and labour for teakwood rafter having size of 100 x 150 mm & length as per site condition on teakwood column as per design details including all necessary fixtures & fitting stainless-steel plate, ss bolt & nut, washer, gasket, etc. including sanding, dent filling, staining and 2 coat of pu weather protection paint for exterior wood. etc completed as directed by the engineer incharge. |
| 12 | Providing materail and labour teakwood battens having size of 75 x 100 mm & length as per site condition on teakwood rafter as per design details including all necessary fixtures & fitting stainless-steel plate, ss bolt & nut, washer, gasket, etc completed as directed by the engineer incharge |
| 13 | Providing materail and labour teakwood planks having thickness of 50 mm & length as per site condition on teakwood rafter & battens as per design details including all necessary fixtures & fitting stainless-steel plate, ss bolt & nut, washer, gasket, etc. making hole in planks & cover it after bolting with wood dust & wood adhesive to hide bolt cap on top. Etc. including sanding, dent filling, staining and 2 coat of pu weather protection paint for exterior wood. etc completed as directed by the engineer incharge. |
| 14 | Providing materail and labour teakwood railing having height of 1.20 meter & length as per site condition on teakwood rafter as per design details having 100 x 50 mm thick bottom rail, 100 x 50 mm top rail, 100 x 100 mm baluster, 75 x 50 mm bracing. including all necessary fixtures & fitting stainless-steel plate, ss bolt & nut, washer, gasket, etc.including sanding, dent filling, staining and 2 coat of pu weather protection paint for exterior wood. etc completed as directed by the engineer incharge. |
| 15 | Providing material and labour for laying water proofing over R.C.C SLAB consisting first layer of special water proofing compound 1kg/10 sq.mt. mixed with cement slurry spreaded over maked slab and second layer of leveling coarse of c:m 1:3 ( 1 cement : 3 fine sand ) of 25 mm (a.v) bed thickness . third layer consisting of brick aggregates of 75mm (av)thickness mix with 50% cement mortar 1:3 for joint filling and top finish having 10mm average thickness and exposed top smooth finished with cement slurry including making false chequired 300mm x 300mm in size . the treatment is to be carried alongwith the vertical surface of the parapet and other joining wall upto height of about 200mm in a shape of quarter round vata including curing etc. complete as per specification . UPTO FLOOR TWO LEVEL. .waterproofing compound having I.S.I MARK OF ISO make should be used wherever cement used and no. extra payment will be made for vata , curvature etc. only flat surface area will be consider for paymentetc completed with all material etc as directed by the engineer incharge |
| 16 | Providing material and labour for fixing 17 nos. of fausetsfor fountain as per design with appropriatewater flow height including all fausets , pipes , pump, cuplings, sumps, electric motorand other necessary fittings etc. including RCC work with shuttering as per drawings and necessary civil work like Excavation , Sump , Chamber , cuting , filling, PCC , Traps for drain etc completed as directed by the engineer incharge. (As per technical specifications) |
| 17 | Providing and laying Polished granite stone 20 to 25mm thick withCement mortar 1:3 (1-cement:3-sand) all Necessary etc completed as directed by the engineer incharge. |
