Tender For Provision Of Rcc Perimeter Wall, Retaining Wall And Fencing At Lkt Area Under Age I Bhowali; 1 PROTECTIVE WALL, PATH, AREA DRAINAGE, FENCING & GATE 2 M& L for Plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation filling & mass concreting etc as specified and directed. 3 M& L for RCC M-25 (design Mix) as in foundations of coloums footings plinth beams bases for coloumn basement slabs etc. using 20 mm graded stone aggregate all as specified and directed. 4 M& L for RCC M-25 (design Mix) as in wall retaining wall,basement walls,ballast walls and the like,any thickness ,above for top footing including attached pilasters and buttress etc using 20 mm graded stone aggregate all as specified and directed. 5 Use and waste of formwork to sides of concrete foundations footing bases of columns raft & raft beams,sides & soffits (if any) of foundation and plinth beams and similar work vertical or batter rough finished flat surfaces of concrete complete all as specified and directed 6 Use and waste of formwork to faces of walls ,retaining walls,abutments,parapets and staircase railing and similar work including attached pillasters,buttress,etc vertical or batter for fair finished flat surface of concrete all as specified & directed. 7 M&L for 10 mm dia & over TMT bars cut to length bent to shape required including cranking ,bending spirally or hooking for columns and binding with MS wire annealed not less than 0.9mm dia or securing with clipsall as specified and directed. 8 M&L for hand packing of broken boulder(any thickness) at back of wall over arches etc and raising to the required level all as specified and directed. 9 M&L for uPVC pipe 100 mm bore (SCH-80) laid in retaining wall all as specified and directed. 10 M&L forstonewalling of random rubble stone masonry, uncoursed, well bounded, bedded & solidely hearted built in cement mortar (1:6) using locally available best stone complete all as specified and directedNote: The rates quoted deemed to be exclusives of PCC Bond stone and PCC bond stone shall be measured and paid seprately under item No. 1.10 11 M &L Providing PCC bond stone (for stone walling), type B1 1:2:4 (20 mm graded aggregate) set in CM 1:4 complete all as specified and directed 12 Extra over stone walling for hammer dressing to face stones & dressing to face beds and joints as specified at RR walling uncoarsed or brought upto coarse, max depression on face from straight edge held against the dressed surface n.exc 20 mm complete all as specified and directed 13 M&L for PCC 1:2:4 type B-1(20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed as required etc complete all as directed. 14 M& L for raised pointing to RR, uncoarsed or brought upto course stone masonry in CM 1:4 complete all as specified and directed. 15 M&L for High density polythylene pipes (HDPE) 75 mm bore of pipe pressure rating 6Kg/Sqcm laid in retaining walls complete all as specified and directed. 16 M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in subase finished to receive floor treatment etc complete all as directed. 17 M&L for 100mm thick PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in subase finished to receive floor treatment etc complete all as directed. 18 M&L forChequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors and pointed with grey cement and pigment over 20 mm thick screed bed in CM 1:4 complete all as specified and directed. 19 M&LforChequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors and pointed withgrey cement and pigment as in vertical surface over 20 mm thick screed bed in CM 1:4 complete all as directed. 20 M&L for providing, cement concrete1:2:4 Type B1 with using 20mm graded stone aggregate as in surface channel and drain complete all as specified and directed 21 M & L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitered /stopped ends etc complete all as specified and directed 22 M&L for reinforced cement concrete (Design Mix) M-25 (20mm graded crushed stone aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and directed. 23 S&F of MS TMTbars 6 mm to 8 mm dia, cut to length , bent to shape as required , including cranking, bending spirally for hooping for columns, hookingends and binding with mild steelwire (annealed) not less than 0.9 mm dia or securing with clips,complete all as specified and directed. 24 S&F of MS TMTbars 5 mm dia and over upto and including 10 mm dia, as in stirrups, spacers and binders, cut to length , bent to shape required, including cranking, bending spirally for hooping for columns, hookingends and binding with mild steelwire (annealed) not less than 0.9 mm dia or securing with clips,complete all as specified and directed. 25 Use & Waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surfaces complete all as specified and directed. 26 Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finished surface complete all as specified and directed. 27 M & L Brickwork with fly ash old size bricks, straight or curved on plan exc 6m mean radius, build in CM (1:6) complete all as specified. 28 M&L 5 mm thick rendering on fair faces of brick work or concrete surface in cement mortar 1:4 on external wall finished even and fair without using extra cementall as specified and as directed. 29 M&L for preparation of newly plastered surfaces and finishing walls with Premium Acrylic Smooth exterior paint (any tint) with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) over new prepared surface complete all as specified and directed. 30 S&F Galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed. 31 Providing and fixing concertina coil fencing with punched tape concertina coil 610 mm dia 10 meter openable length, having 50 Nos rounds per 6 metre length (before stretching), on ‘Y’ shaped angle iron brackets placed 2.4m to 3.00m apart, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, with reinforced barbed tape (R.B.T.)/ spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq.cm with tape (0.52mm thick) and weight 43.478 gm/m complete all as specified and as directed including taking down existing rusted coil.Notes: (i) Angle iron supports shall be measured and paid separately under relevant items of Schedule ‘A’ (ii) Measurement shall be made for stretched length. 32 Supply and fixing 16 mm dia Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 22.50 cm but n exc 30 cm long complete all as specified and directed 33 S &F Mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe.290.Gde-E-165 complete all as specified and directed 34 Supply & Fix MS angle iron or other steel section posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc; flat iron fillets (for securing wire mesh etc). including all necessary drilling, bolting or riveting, etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. 35 M&L Preparation of new steel surfaces of any description over 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. 36 S & F Framed work as in steel gates such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165for portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc for ornamental and intricate design all as specified and directed. 37 S&F Framed work as in perimeter wall such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed 38 S& F of PVC (SWR) pipes 75 mm bore single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed. 39 EXTERNAL ELECTRIFICATION 40 Supply and spreading clean dry sand in trenches for cushioning all as specified for cable protection complete all as directed. 41 M & L for laying of sub class B brick common burnt clay building bricks,designation 75 complete for cable for protection complete all as specified and directed 42 M & L for plain cement concrete type C2 1:3:6 (40mm graded aggreagate)for foundation of poles, stay assembly, struts, etc. complete all as specified and as directed. 43 M & L for plain cement concrete type B1 (1:2:4) (20mm graded stone aggreagate)as in coping of poles including necessary form work complete all as specified and as directed. 44 M & L for plain cement concrete type D2 1:4:8 (40mm graded aggreagate)for foundation of poles, stay assembly, struts, etc. complete all as specified and as directed. 45 S & FPCC Pole with 7 meter long hot dipped galvanized octagonal poles with top A/F 70mm Bottom A/F 130mm, made out of 3 mm Thick HT sheet along with base plate of size 220 x 220 x 12 mm , including up to 1500mm long single arms,bracket made out of 48mm dia, GI pipe, M20 in PCD 205mm,700mm long and projected 100 J Type EN8 grade set of 04 Nos Foundation bolts alongwith templates,also including provision of the following : -(a) MCB SP 6A,230 V B series,10 KA-01 No.(b) 4 Way DMC connector, bolt type having locking arrangement,weather proof and water proof control space -01 No.Notes :-(a) The rate quoted shall also be deemed to include the cost for provision of 50mm bore PVC pipe from cable trench to centre of the pole concrete.(b) The rate quoted by the Contractor shall also be deemed to be included the cost for dismantling the Existing PCC Pole along with foundation and safely disconnect the street light fitting in order to refix the same in GI pole and removal of PCC pole debris material clearance from the site.(c) The concrete for foundation,Reinforced and formwork will measured and paid seperately.(d) The excavation and earth work for foundation of pole shall be measured and paid seperately 46 Supply and fixing LED street light fitting 60 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection completeall as directed 47 supply and fixing of flat twin core cable PVC insulated 1.5 Sqmm,pvcsheathed, multi-stranded, two core, copper cablethrough polewith all fixing acessories andconnectionfrom FRP box to street light connector fixed on steel tubular pole as directed. 48 Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanizedsteel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 4 core complete all as directed. 49 M & L Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not lessthan 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown on electrical plate No3 of SSR part-I connected to earthing test point all as specified or indicated including testing on completion complete all as specified.Note: RCC, PCC, Exacavation, GI wire etc. all the work mentioned above is included in all above rates 50 S&F galvanised steel tubes light grade 40 mm bore with all fittings and fixed complete to walls,parapets and ceiling or laid in floors/ PCC Foundation pillar for protection ofLT cable complete all as specified and directed 51 EARTHWORK 52 Excavation over area n.exc 1.5 m deep and getting out in soft/disintegrated rock complete all as specified and directed. 53 Excavation over areas not exc. 1.5 mtr in depth and getting out in hard rock complete all as specified and directed. 54 Returning filling incl spreading leveling, watering & well ramming in layers n.exc. 25cm in soft/disintegrated rocks all as specified & directed. 55 Removing surplus excavated materials (rocks) to a distance exc 250m but n exc 500 m & depositing where directed at a level not exc 1.5 Mtr above the starting point complete all as specified and directed. 56 Surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in soft/disintegrated rocks complete all as specified and directed. 57 Surface excavation by chisel cutting n. exc. 30 cm deep and averaging 15 cm deep and getting out in hard rocks complete all as specified and directed. 58 Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep and getting out in soft /disintegrated rock complete all as specified and directed. 59 Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep and getting out in hard rock complete all as specified and directed. 60 Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3.0 m in deepth and getting out in hard rock complete all as specified and directed. 61 Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in deepth and getting out in hard/dense soil complete all as specified and directed. 62 Removing excavated material (Soil) n.exc 50 m and depositing where directed at a level n. exc 1.5 Mtrs. above the starting point complete all as specified and directed 63 Returning, filling in including spreading, leveling, watering and well ramming in layers not exc. 25cm depth in soil complete all as specified and directed 64 Deduct Schedule of Credit of Rs. 2, 94, 035.00 as brought out from Sr Page No. of tender
