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| 1 | S&F LED solar street light fittings of 40 watt including galvanised steel pole , in-built lithium ion battery, solar panel, charge controller with dusk down sensor including earthwork but excluding concrete foundation and coping complete all as per specified and as directed by Engineer-in-charge.(Note - concrete foundation and coping of pole shall be measured and paid separetely.) |
| 2 | S&F 60 W LED flood light luminaire, energy saving, environmental friendly long life, exclusive innovative die cast aluminum, suitable for highlighting architectural façade and general purpose lighting complete all as specified and as directed by Engineer-in-charge. |
| 3 | S&F 8 Watt LEDlandscape light of bollard type act as a imposing street furniture, with diffuser at the upper portion suitable for garden light in landscape environment including earthwork, concrete foundation (PCC 1:3:6 type C-1) and copping (PCC 1:2:4 type B-0), complete all as specified and as directed by Engineer-in-charge. |
| 4 | Supply & laying XLPE insulated, armoured heavy duty electric cablein trenches, wall, floor with stranded aluminium conductor, 1100 volts grade, cross-sectional area 4 sqmm, 2 Core complete all as specified and as directed by Engineer-in-charge.Note - Earthwork, sand cushioning, bricks laying & GI pipe shall be measured and paid separately. |
| 5 | Supply & laying XLPE insulated, armoured heavy duty electric cablein trenches, wall, floor with stranded aluminium conductor, 1100 volts grade, cross-sectional area 6 sqmm, 2 Core complete all as specified and as directed by Engineer-in-charge.Note - Earthwork, sand cushioning, bricks laying & GI pipe shall be measured and paid separately. |
| 6 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 7 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. |
| 8 | Returning,filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. |
| 9 | M&L for PCC (1:3:6) type C-1 ( using 20 mm graded crushed stone aggregate) as in foundation of steel tubular poles, complete all as per specified and as directed by Engineer-in-charge. |
| 10 | M&L for PCC (1:2:4) type B-0 (using 12.50 mm graded crushed stone aggregate) as in copping of steel tubular poles, complete all as per specified and as directed by Engineer-in-charge. |
| 11 | Supply & Laying Sub-Class B Bricks, well burnt, laid breadth wise along the length of cable laid in trenches over sand cushion laid for UG cable protection, complete all as specified and as directed by Engineer-in-charge. |
| 12 | M&L for sand cushioning (dry) in trenches for protection of UG cables (below, above and around the cable laid in trenches) of 230mm spreding thickness and consolidated (punned) upto 180mm thickness, complete all as specified and as directed by Engineer-in-charge. |
| 13 | Supply and fix switch socket combination 05/16 Amp 3 pin flush type universal, complete all as specified and as directed by Engineer-in-charge. |
| 14 | Supply and fix MCB \"C\" curve SP 240 Volts 6 to 32 Amps breaking capacity 10 KA rating complete all as specified and as directed by Engineer-in-charge. |
| 15 | Supply and fix MCB \"C\" curve SPN 40 Amp 10KA braking capacity, 230/240 volt AC, complete all as specified and as directed by Engineer-in-charge. |
| 16 | Supply and fix MCB \"B\" curve SP 40 Amp 10KA braking capacity, 230/240 volt AC, complete all as specified and as directed by Engineer-in-charge. |
| 17 | M&L for digging of area upto 30 cm depth, removal of weeds debris if any, roots etc refilling with mixture of good soil and well decomposed manure and sand in the ratio of 3:1, and treating with anti termite treatment @ 5 ltrs/sqm using LINDANE/CHLOROPYRIPHOS(EC-20) at the time of plantation and planting of korean doob grass complete all as specified and as directed by Engineer-in-charge. |
| 18 | M&L for clearence of area, digging of pit of size 0.60 x 0.60 x 0.60 Metre , removal of debris weeds , roots etc and refilling with good agriculture soil and well decomposed cattle mannure in ratio (3:1) , supply and planting of approved species of plant healthy grow up with good roots (height of plant shall not be less than 0.40 Mtr ) Note : Plant will be of any of these - Tulsi, Ashwagandha, Brami, Aloe-Vera, Lemon, Champa and Madhukamini as directed by Engineer-in-charge. |
| 19 | M&L for clearence of area, digging of pit of size 0.60 x 0.60 x 0.60 Metre , removal of debris weeds , roots etc and refilling with good agriculture soil and well decomposed cattle mannure in ratio (3:1) , supply and planting of approved species of plant healthy grow up with good roots (height of plant shall not be less than 0.60 Mtr ) Note : Plant will be of following species as directed by Engineer-in-charge. |
| 20 | Peepal plant |
| 21 | Neem plant |
| 22 | Palm plant |
| 23 | Bombax ceiba plant |
| 24 | Cassia Fistula plant |
| 25 | Delonix Regia plant |
| 26 | Jakaranda plant |
| 27 | Peltophorum plant |
| 28 | Tabubuia Argentea plant |
| 29 | Tabubuia Avellanedae plant |
| 30 | Surface dressing not exc. 15 cm deep in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge. |
| 31 | M&L for PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge. |
| 32 | M&L for brick work with sub-class `B\" old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge. |
| 33 | M&L for 10 mm thick screed bed or bedding layer of mortar (1:4) for vertical surface finishes, complete all as specified and as directed by Engineer-in-charge. |
| 34 | M&L 75 mm thick Cement concrete type C-2, 1:3:6 (using 40 mm gradedstone aggregate) infootpath / hardstanding / pavings / plinth protections,complete all as specified and as directed by Engineer-in-charge. |
| 35 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. |
| 36 | M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge. |
| 37 | M&L for 15 mm thick screed bed or bedding layer of mortar (1:6) for laying floor finishes, complete all as specified and as directed by Engineer-in-charge. |
| 38 | S&F glossy finish chequered cement concrete coloured tiles 25cm x 25cm x 22 mm thick set, jointed and pointed in neat cement slurry with grey cement and pigment complete all as per specified and as directed by Engineer-in-charge. |
| 39 | Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soilto a distance n.exc 50 meters and making good surface, complete all as per specified and as directed by Engineer-in-charge. |
| 40 | S&F MS steel work in tubular trusses including special shaped washersetc., complete using ERW or induction butt welded tubes confirming to IS 1161- 1979 graded St 240 along with one shop coat of zinc chromate primer paint , complete all as per specified and as directed by Engineer-in-charge. |
| 41 | M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge.Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule \"A\"/BOQ. |
