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Work of infrastructure facilities in Shri Laxmi Narayan Temple situated in Nagar Palika Parishad, Banda. -Contraction of Laxmi Naryan Mandir 2 Supply and fixing of decorative 8 to 16 Watt LEDbollard luminaire with driver set confirming to IP 65\protection complete in all respect. 3 Supply and fixing of 3 Watt to 6 Watt LEDSpot/Spike light luminaire Confirming to IP 66Protection complete in all respect. 4 Supply and fixing of 3 Watt LED Path / Walkoverluminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 65 Protection complete in all respect. 5 As in item no.1304 (B) but in 20 mm dia heavyduty (2mm thick) PVC conduit with 1 number 1.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrandsingle core copper conductor as earth continuity wire. 6 Supply and fixing of 2/3/4 ways round PVC junction box confirming to ISS for 20mm dia PVC conduit concealed in wall, keeping its level upto plaster duly provided with proper size cover, screwed as directed at site by the Engineer I/C with supply of all the material, labour and T&P required for proper completion of work. 7 As in item no. 282 but heavy duty (2 mm thick) PVCconduit of 25 mm dia. 8 Supply and fixing of factory wired integral LEDflood light luminaires with die cast aluminiumhousing built with dirver set suitable for 100 to 120Watt. Confirming to IP 65 protection complete in all respect. 9 Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. 10 Supply and laying of aluminium conductor PVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 11 Supply and fixing following capacity of automaticstreet light cubicle control panel painted with anticorrosive alkali and acid proof paint consisting oftime switch TSO 100 series with contactors, HRCfuses, isolating switch metering instrument &instrument box with CTs etc. in case of TPN,complete in all respect. 12 Booring of 30cm dia piles of dobble under reamend of 50cm dia of bulb and 2.5 meter depth in black cotton soil with hand operated auger machine including laboure 13 Earthwork in excavation in foundation in soilmixed with moorum/shingle kankar reqired the use of special tool & plants such as pickaxes sabbals ets. as directed by engineer incharge. SI No. 252 14 Earth filling & cutting in B.C. soil by cortage distance 3km outside in road. 15 Sand fillling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km. (5mile) from the site of work and including watering dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. SI. No. 255 16 Cement concrete with 4cm (1/2) gauge approved stone ballast, approved coarse sand , cement in the proportion 8:4:1 including supply of all materials labour and tools and plants etc. required for proper completion of the work. SI. 281 17 R.C.C. works cement appoved coatsesand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in slabs excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. and also including supply of all materials, labour and tools and plants etc. requred for proper completion of the work binding wire to be supplied by the contractor free of cost. SI. No. 284 18 R.C.C. works with cement appoved coatsesand and 2cm(3/4") gauge approved stone ballast in the proportion 1:1.5:3 in R.c.c columns or wallsexcluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. and also including supply of all materials, labour and tools and plants etc. requred for proper completion of the work binding wire to be supplied by the contractor free of cost. SI. No. 289 19 Mild steet of iron in plain work such as reinforced concrete/brick work (which not including all over rates) wrought to required shape as necessary including bending supply of steel, its wastage and hook and authorized over lapping shall be measured. SI. No. 504 20 Class-150 brick work in 1:4 and fine sand of 1.25 finesess modulus mortar in foundation and plinth supply of all materials, labour and T&P etc. required for proper completion of the work. SI.No. 305 21 12mm thick plaste on brick work minimum thickness not less than 10mm with cement and fine sand of fineness modulus mortar in 1:4. (SI. No. 584) 22 Providing and laying of 8 to 10mm thick ivary of light shade vitrified tiles of 600mm x 600mm size in flooring or skirting laid with 1:3 cement mortar (1 cemant, 3 coarse sand) finishing with cement sturry & with pigment grouting & Polishing complete I/C S/) all material labour T & P etc. requird for proper completion of work excluding base conlrete. (SI No 629 New item) 23 Providing and fixing 100mm (4"") dia C.I down pipe complete with rose, heads bends with bye, hole shoes and etc. fixed to walls with suitable clamps as directed by Engineer-in-charge. (SI no 511) 24 Mild steel or iron work in heavy sizes such as trusses built up gates doors frames records racks roof work, gates etc. wrought to required from including drilling holes rivetting or welding where necessary and also including supply of steel, bolts nut wasrage etc and their fixing requied for proper completion of the work in new item. SI. No. 503 25 Finnishing wall with water prrof cement paint on approved make and qulity on new work three coat to give an even shade I/c all material; labour t/p etc complete (SI No 660+661) 26 Supply & fixing of Fiber sheet shed cover. (as per market rate) 27 Add 10% for internal & Enternal Electriffication 28 Add 10% for Water Supply Borring & Submurcible pump 29 Borring of 30 cm dia and 3.50 m depth D.U.R pile on B.C. soil i/c all complete. 30 R.C.C. work with 1:2:4 cement sand & 20 mm stone grit. I/c all material labour t/p etc complete in pile work. 31 Earth work excavation in foundation B.C. Soil in Bundel Khand area for foundation of grade beam work cI/c all labour t/p etc complete. 32 Sand Filling in foundation of grade beam work I/c all labour, material T&pP etc complete 33 C.C.work 1:4:8 with cement,sand & 40 mm stone bailast I/c all material labour t/p etc complete on base wok complete. 34 R.C.C. work with 1:1.5:3 cement sand & 20 mm stone grit. I/c all material labour t/p etc complete in grade beam work 35 150 class brick work in boxing work bellow plingth with 1:6 cement sand mortar I/c all material labour t&p etc complete.S.I. 303 36 2.5 cm thick D.P.C. with 1: 1.5: 3 concreet with aproowed water proof compound I/c all material labour t/p etc complete. 37 150 class brick work with 1:6 cement sand mortar on s/s work I/c all material labour t&p etc complete. 38 R.C.C. work with 1:1.5:3 cement sand & 20 mm stone grit. I/c all material labour t/p etc complete in Lintle Bend work. 39 R.C.C. work with 1:1.5:3 cement sand & 20 mm stone grit. I/c all material labour t/p etc complete on slab & slab beem work. 40 M.S.Iron work as reinforcment on R.C.C. work i/c all cutting binding bending wastage etc complete 41 S/F of 40X40X6 mm thick angle iron made door chaukhat i/c all complete 42 S/F ofangle iron and bar made Window Ventilator grilli/c all complete 43 S/F of 40 mm thick seetapur made door & Window shutter i/c all alluminium fitting etc comlpete complete 44 12 mm thick plaster work with 1:4cement sand mortar I/c all material labour t/p etc complete. 45 15 mm thick plaster work with 1:6 cement sand mortar I/c all material labour t/p etc on outer side of wall work complete 46 Supply and fixing of 100 mm dia A C down pipe complete with rose heads bend with bye hole shoes and gratings etc fixed to wall with sutable clamps as directed by engineer-in-chargf 47 Finnishing wall with water prrof cement paint on new work three coat to give an even shade I/c all material; labour t/p etc complete 48 On priming coat and three coat oil destemer painting on new work I/c all material labour t/p etc complete. Luck S.I 649+650 49 Painting of wood and iron work on door and window work complete 50 E/W filling on floor work carrige bu t/t up to 5 Km from site i/c all complete 51 Sand filling on floor work i/c all complete 52 2.5 cm thick P.C.C. work with 1:2:4 concreet with 3mm thick neat cement floating coat i/c 8 cm thick base concreet i/c all complete 53 P/F of 8 to 10 mm thick ivory or light shade vitrified tile 600 X600 mm size on flooringwith1:3 Cement sand mortar , joint filled with white cemant with all complete 54 P/F of 6 mm thick china white glazed tile wall with1:3 Cement sand mortar , joint filled with white cemant with all complete 55 P/L of 40 mm thick ferrow concreet with 1:1.5:3 with water proof cement concreet with galvnised wire mess on roof work complte 56 Add 5% for internal & Enternal Electriffication 57 Earthwork in filling upto 5 km 58 Excavation in foundation in ordinary soil(Loam clay or sand) including lift up to 1.5meter (5ft) and lead upto 30m (100ft) and including filling warening & rimming of excavated earth into the trenches or into the space between the building and the sides ofSI No. 251 59 Sand fillling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km. (5mile) from the site of work and including watering dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. SI. No. 255 60 Concrete with 4 cm. gauge stone ballast fine sand of 1.25fm and cement in proportion of 1:4:8 in foundation and under floors with ass labour for completion of work SI No. 281 61 R.C.C. works cement appoved coatsesand and 2cm (1.5") gauge approved stone ballast in the proportion 1:1.5:3 in Raft foundation & footing excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. SI no. 284a 62 Mild steet of iron in plain work such as reinforced concrete/brick work (which not including all over rates) wrought to required shape as necessary including bending supply of steel, its wastage and hook and authorized over lapping shall be measured. SI. No. 504 63 Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix 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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 64 Supply and fixing of granite stone withe letter writting of boards in completed one job. 65 Earth filling of soil upto 5km with cartage. 66 Excavation in foundation in ordinary soil(Loam clay or sand) including lift up to 1.5meter (5ft) and lead upto 30m (100ft) and including filling warening & rimming of excavated earth into the trenches or into the space between the building and the sides ofSI No. 251 67 Sand fillling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km. (5mile) from the site of work and including watering dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. SI. No. 255 68 Concrete with 4 cm. gauge stone ballast fine sand of 1.25fm and cement in proportion of 1:4:8 in foundation and under floors with ass labour for completion of work SI No. 281 69 Concrete with 4 cm. gauge stone ballast fine sand of 1.25fm and cement in proportion of 1:6:12 in foundation and under floors with ass labour for completion of work 70 R.C.C. works cement appoved coatsesand and 2cm (1.5") gauge approved stone ballast in the proportion 1:1.5:3 in Raft foundation & footing excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. SI no. 284a 71 Mild steet of iron in plain work such as reinforced concrete/brick work (which not including all over rates) wrought to required shape as necessary including bending supply of steel, its wastage and hook and authorized over lapping shall be measured. SI. No. 504 72 Supply of approved manfactures and fixing of 80mm thick rubber molded interlocking paver block of minimum compressive threnghtkg. Per sq.m respectively made of concrete mixture 1:11/2:3 of approved make shape in all of complete work at per direction of I.R.C. in all of the work labours and materials T.N.P. etc required for proper completion of the work at site. 73 Sand fillling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km. (5mile) from the site of work and including watering dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. SI. No. 255 74 Estimated cost of bench 75 Estimated cost of 150 Lt. Water cooler.
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