Tender For Rdf Anr-Ii Gobindala Raipur Advance Work in India

Work Detail

Tender For Rdf Anr-Ii Gobindala Raipur Advance Work; 1 Digging of ditch fencing by mechanical means of 1.2 m deep, 1.5m wide at top and 0.90m wide at bottom, includes dressing and laying of excavated soil in continuous mound and dressing of mound. (volume per running meter=1.44 cum)2.2.2.2 hectare soil between 30-50%boulders. 2 Digging of contour trenches (size 45cm*45cm) separating stones from dug up soil, making mounds of the soil and dressing deep continuous contour trenches 3.2.5 hard soil between 30 to 50% boulders 3 Site clearance including uprooting of vegetation, brush wood, tree & sapling of girth up to 15 cm.and removal of rubbish etc. complete. 62x13m. 4 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including, dressing of excavated area and, dewatering wherever required, complete in all respect Hard / dense soil 5 Labour charges including watering for puddle work to obtain minimum dry,density as 90 % of M.D.D. 1568*5% = 78.40 6 Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor) 7 soil,morrum or highly weathered strata dryor moist, includin glayingin 20 cm layers (before compaction)and breaking of clods, sorting of grass, pebbles etc. anddressing when compacted by vibro compactor,vibro sheep,footroller,sheep foot roller/pneumatictyred roller to obtain dry density of at least 98% of Standard Proctor"s density with initial lift of 1.5m(Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With lead beyond 250 m and up to 750 m (½ Km) 70.00*13.00*0.15 = 136.50 Less- 17 % voids 23.20 = 113.30 8 4.2 digging of new pits of size 0.45*0.45*m or (0.50+0.40)/*0.45m 4.2.5hect.rd soil between 30 to 50%boulders 9 Earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m disposed earth to be levelled and neatly dressed. All kind of soil. 10 Random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall in cement mortar 1:6 11 Brick work with F.P.S. bricks of class designation 75in supwrstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:6 Deduction Window Gate 12 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :25 mm thick.Deduction Window Gate 13 Random rubble dry stone kharanja under floor Rooms 14 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer door & window 15 Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint. Add extra for double leaf shutters 16 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: 12.37.1 New work (two or more coats) over and including scrapping and priming coat with cement primer. Deduction Gate Window 17 Providing & fixing of cement tin shade for roofing 18 Earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m disposed earth to be levelled and neatly dressed. All kind of soil. Pillars Wall 19 Random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall in cement mortar 1:6 Pillars Wall 20 Brick work with F.P.S. bricks of class designation 75in supwrstructure above plinth level up to floor V level in all shapes and sizes in cement mortar 1:6 Pillars Wall 21 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :25 mm thick. Pillars Wall 22 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: 12.37.1 New work (two or more coats) over and including scrapping and priming coat with cement primer. Pillars Wall 23 Painting plantation sign board size make a frame of 4 feet X 3feet using angle iron 35x35 mm and fix 18 gauge iron sheet in the middle of which 8 feet long angle size 35x35 mm with holl pass has to be fixed on both sieds with colour and write the name of the plantation site in colour along with the year and plan 24 Providing & fixing Plantation gate size. Height 5 feet X width 5.5 feet double leaf gate gate frame 1.5 X1.5 inch 2 mm thick squre pipe one horizintal pipe in the middle gi mess 4 mm with 2x2 inch gate on both side of which a latch has to fitted with colour Please Enable Macros to View BoQ information

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