Tender For Rehabilitation Improvement And Basic Facility Of Parbati Dam District Dholpur. - 5.1.2Excavation 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 2 Dismantling doors, windows and clear story windows (steel or wood) shutters including chowhats, architrave and holdfastsetc. Complete and stacking 50 m lead of area 3 square meter and below 3 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 5 to 10 m depth 4 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 50 x 50mm x 16 gauge 5 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 6 Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . WITH 225 mm sweep 7 SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011. withStainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase ( 240 - 440 V ) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/work , refer Annexure A attached with this BSR . 0.5 HP, 1-Ø, (3 - 18)Mtr, (100-26) LPM 8 Supply , Installation, Testing and Comissioning of Inverter type Air Cooled Hi Wall split type Air conditioners with latest star rating system as per BEE amended upto date complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU), R-32/R-410 Green Refrigerant, wireless Remote control, suitable for working between 230V +/- 10% with low & high voltage cutoff and 50 hz , single phase AC supply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / rotary compressor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 1.5 TR ISEER not less then 3.8 9 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for Superstructureincluding curing all leads of all construction materials including curing etc. complete. in cement sand mortar 1:4 10 Add extra over item No. 18 (b) for compaction in restricted area nearby structure or flanks by hand rammers or by pneumatic tampers. 11 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 10 to 15 m depth 12 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)By Mechanical Means: Grading- I (Using Screening Crushable type such as Moorum or Gravel)Using Screening Crushable type such as Moorum or Gravel 13 11.5.4Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 15 to 20 m depth 14 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means 15 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 20 to 25 m depth 16 Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom 17 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. Beyond 25 m depth 18 Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8- 10 tonne capacity, finished to required level and grades.)(I)a Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .Using VG-30 binder 19 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 20 Providing and laying premix seal coat using hot mix plant and paver finisher with aggregates of 6.7mm size defined as 100% passing through 11.20mm sieve and retained on 2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumen including preparation and transportation of mix, spreading, laying and rolling etc. complete in all respect including cost of binder.(ii) Bitumen grade VG30 @ 4.50% 21 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.From 5 to 10 m depth 22 dismantling roofs with care including stacking of serviceable material and disposal of unservicable material within 50m lead for lime terrace 23 Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes. 24 dismantling stone slab roofing over wooden karries or RCC battens ( dismantling karries and battens to be paid for separately) including stacking of servicable material and disposal of unservicable material within 50 m lead 25 11.7Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost ofequipment, compressed air and etc. complete. 26 Dismanling old plaster or skirting , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead 27 11.8Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air & water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification. 28 Dismantling flooring with care including stacking of servicable material and disposal of unservicable material within 50 m lead for: cement concrete flooring 29 5.16.1Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred 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 initial lead of 250 m 30 Supply and fixing of steel doors, with frame of hollow metal pressed section 105×60 mm as per I.S.I 1.25mm thick with double sheet shutter 1.00 mm thick M.S. sheet tospot welded and embossed with rib type design on both sides, front side vertical and back side horizontal and spot welded including hold fasts of (15×3mm), M.S. oxidized fittings such as butt hinges sliding door bolts, handles, tower bolts etc. complete in all respect as per drawing and specifications including applying priming coat of approvedsteel primer 31 11.10Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete 32 Earth work in excavation in foundation trenches or drains including dressing of sides & ramming of bottoms , lift up to 1.5 m including taking out the excavated soil & depositing & refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within lead of 50 m : all kind of soils 33 11.9Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption) 34 Providing and laying in position cement concrete including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level: M10 grade nominal mix (with graded stone aggregate 20mm nominal size (P.C.C. in foundation) 35 16.33Exploratory vertical drilling of bore holes 150 mm dia through all kind of soils with the adequate / suitable equipments, tools and tackles for depths mesured below existing ground level including mobilization, setting up boring rig, shifting of rig from 1 bore hole to another and demobilization of the same 36 Random Rubble Stone masonry for superstructure above plinth level one storey height above 30 cm thick walls in: cement sand mortar 1:6 37 16.32.3Boring NX dia (54.7 mm dia), hole with diamond coring bits including taking out of core and arranging etc. core in proper order in core boxes including cost of core boxes. as per relevant I.S. code of practice. These rates are including Mobilization & demobilization of Rig. In sand stone and harder variety of lime stone 38 Filling available excavated earth ( excluding rock) in trenches ,plinth side of foundation etc. in layer not exceeding 20 cm. in depth , consolidating each deposited layer by ramming amd watering including lead up to 50 m and with all lift 39 5.1.3Excavation 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 soil mixed with Kankar / boulders, Morrum 40 Brick masonry in foundation and plinth with bricks of class designation 75 in: cement mortar (1:6) (1 cement : 6 coarse sand) , add extra for superstructure upto third storey 41 10.1.1Side shuttering including propping etc. complete (to achieve finish F 2 for :Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid massconcrete) 42 Providing and laying in position specified grade of cement concrete for RCC structural element upto floor three level including curing , compaction, finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of shuttering , centering and reinforcement for: Beams, suspended floors, roofs, girders having slopes up to 15degree, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircase and spiral staircases : M20 grade nominal mix/design mix Desc/Location Nos L B H 43 9.8.3Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm 44 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of column etc up to plinth level 45 9.6.4Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm 46 P/F steel reinforcement for RCC work including cutting bending placing in position and binding complete including cost of binding wire in foundation raft footing step beams base of columns etc. upto floor three level .: Hot rolled deformed bar (IS : 1139) 47 7.1.2Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4 48 PLASTER (Ceiling) 6 mm thick. Cement plaster to ceiling of mix 1:3 (1 cement : 3 fine sand) 49 8.13.2Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In Cement sandmortar 1:4 50 PLASTER (Internal) Plaster on new surface on wall in cement sand mortar 1:6 including ranking of joints etc. complete fine finished 20 mm thick. 51 5.9.1Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respectNot exceeding 15cm 52 Painting with enamel paint of approvd brand and manufacture to give an even shade : Two or more coats on new work 53 18.17.2Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm 54 Granding for roof water profing treatment with cement motor 1:4 (1 cement : 4 coarse sand) 2 inch thick 55 18.28.1.2Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458- 2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 150mm NP3 56 Polished Blue kota stone flooring Skerting, Laid over 20 mm thick base of cement mortar 1:4 and jointed with Grey cement Slurry to match of the Shade of the Slab including rubbing and polishing complete for area of each slab from 2001 to 5000 sq. cm. 25 mm thick slab 57 11.19Reaming, redrilling and pressure jet flushing of foundation holes of NX size, in the drainage gallery of dam, using diamond drill bit of suitable size, diamond reamer shell with using hydraulically operated rotary core drilling equipments, rods of suitable length to specified depth, fixing PVC pipes with caps, including cost of materials, hire charges of equipments, fuel, labour with all leads and lift etc. complete as directed by Engineer in Charge 58 Providing brick kharanja in cement sand mortar 1:4 in square pattren over roof of ground floor (75 mm to 100 mm thick avarage) Add for if cement mortar 1 : 4 is used instead of lime sand mortar 1 : 2. 59 18.50Cleaning drainage gallery, adits, instrumentation galleries etc. by scrubbing/ brushing including chiseling and removing leached lime deposit and disposing off all the waste materialoutside adits in specified location as directed etc., complete with all leads and lifts. 60 Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish 20 mm thick Add extra over item No. 12.7 to 12.10 for water proofing compound if used @ 2% of the cement by weight. 61 9.8.4Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sandmortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm 62 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4 ralthal, stone kharanja, lime terracing 90 mm avarage thickness [as per JAIPUR PRACTICE] with ceiling pointing in cement sand mortar 1:3 per specification for span:above 3.00 metre and upto 3.30 metre. 63 10.1.3Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. 64 Providing and fixing T-iron frame for doors windwos and ventilators of mild steel tee-setions, joints mitred and welded with 15x3 mm lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 200 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butts hinges and screws and applying a priming coat of approved quality 65 10.9.2.2Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leadsand lifts using. Tor or ribbed bars (IS :1786-1985) 66 window:Providing and fixing Ms sheet double leaf doors shutter in angle iron frame 35x35x5 mm suitabilly digonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of engineer incharge. M.S. Sheet 20 SWG 67 10.9.1Labour charges for steel reinforcement including bending, binding, and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts. 68 Doors:-Providing and fixing M.S. sheet 1 mm thick double leaf door shutter in angle iron frame 35x35x5 mm siutabilly diagonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chokhats: including two coats of anit-corrosive red oxide primer paint. M.S. Sheet 22 SWG 69 10.10.2Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc. 70 Supplying & fixing fixed wire Gauge of 14 mesh X 24 Gauge to the Metal frame of rolled section by metal beading 20X3 with suitable screw at not exceeding 150 mm distance 71 5.8.1Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicabletaxes and levies etc. complete in all respect Earth / Soil 72 Providing and fixing square bars or other flat welded to window ventilators etc. 10mm x 10mm 73 5.18.2.2(ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density 74 Polished blue kota stone flooring skirting laid over 20mm thick base of C.M. 1:4 and jointd with grey cement slurry to match the shade of the slab including rubbing & polishing complete: for area of each slab from 901 to 2000 sqcm (a) 25mm thick slab 75 5.9.2Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect Not exceeding 20cm 76 Providing & fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 77 5.10.1Beyond initial lead of 50 m & upto 250 m 78 Finishing wall with water proofing cement paint of approved brand & manufracture and of required shade to give an even shade including all scafolding new work (three or more coats) 79 5.30Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter 80 White washing with lime to give in even shade including all scaffolding on new work (three or more coats). 81 5.31.2Supplying and laying aggregate in layers and profile as specified including all leads & lifts.This item is to be used only for laying filter / inverted filterBroken ballast 20 to 40 mm size 82 P & F rigid PVC pipe (IS 4985 Mark) Class 2nd / (4 kg / sqcm) approved quality / Make including jointing the pipe with solvant cement rubber ring and lubricant 110 mm dia. 83 11.14Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure 84 PVC bend 110 mm 85 37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in TWO layers with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting, anchor the first layer of welded mesh in position and apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor second layer of welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively. 86 Pointing on stone masonry in lime sand mortar 1:2 (1 lime putty : 2 sand) : Raised and cut pointing 87 11.18Add extra over item No. 16 &17 for each subsequent height 3.00 m or part there-of above initial lift of 5 m from ground level (upward or downward) 88 P & F unplasticized poly choride (UPVC) SWR pipe fitting type B for sciland waste discharge system ( IS : 13592: 1992 marked) of approved quality / make 110mm dia 89 12.30.3Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. Rubber seal musical note type 100mmx44mm x14mm (44mm Bulb) Tefloncladded 90 P&F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS : 2556 mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor : size530x410 mm 91 12.40Labour charges for removal of existing wornout/damaged bottom and side rubber seal of Stop Log Gate of Dam by cutting bolts with gas cutter, providing holes in new rubber sealinsertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 92 P & F WVC wash basin (Ist quality, I.S. : 2556 mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. pillar cock (IS : 8934 mark) & 32 mm C.P. brass waste coupling of approved make. 25 mm G.I. waste pipe complete including cutting & making good the wall : Size 450 mm x 300 mm 93 12.38Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete. 94 P & F G.I pipes (internal work) with G.I. fittings (IS:1239 mark) & MS clamps including cutting and making good the walls and floors : Exposed on wall A (i) 15 mm dia nominal bore 95 5.28.1Watering of earth including cost of carriage of water when source of water is up to 1 Km 96 Painting with enamel paint of approvd brand and manufacture to give an even shade : One or more coats on old work 97 12.39Labour charges for removal of existing wornout/damaged side rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter,providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 98 P & F PVC storage tank (IS : 12701 marked indicating the BIS license No), of approved make with cover, 25 mm dia 1M long G.I. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design : 300 litre capacity. 99 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.Beyond 1.5m height 100 P & F stop cock (IS : 8931 mark), superior quality & of approved make : brass 400 gm. 15 mm nominal bore 101 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.upto1.5m height 102 P & F looking mirrors with P.V.C. frame of approved (Atul, Modi Guard , Saint Gobin or equivalent) size 500 x 400 mm 103 18.13Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material 104 P & F flush cock/flush valve (IS 9758 mark) for WC of approved quality make : CP brass half-turn exposed 25 mm nominal bore. 105 12.37Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service well Gates of Dam including all charges of man and material complete, which include cleaning of wire rope with petrol / diesel and applying Cardium compound to wire ropes, oiling & greasing etc complete as per direction of Engineer-in-Charge 106 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20 mm thick insider plaster in cm 1:6 , finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring, earth work etc. complete as per design including disposal of surplus earth with in a lead of 50 mtr. inside size 300 x 300 mm depth up to 0.5 m cement cover with frame. 107 12.4Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets,wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator includingcost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tarepoxy paint using airless spray to provide dry film thickness of 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. 108 Construction of soakage well in all types of soil of approved drawing, top 90 cm. Portion in 450 mm thick masonry with cm 1:6, 80 mm thick stone slab covering, jointing of slab in cm 1:3, Ralthal, Kharanja 40 mm thick M-15 grade C.C. flooring, earth work etc. complete including disposal of surplus earth with in a lead of 50 mtr. inner dia 90 cm & 10 to 12 mtr deep 109 11.13Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete. 110 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm comfirming to IS : 13753 colour such as white, grey, ivory, fume red brown, light green, light blue and other lightshades in floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder (Untile or Roffe make) and finishing with flushpointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4) Category-A : Kajaria, Jhonson, Somani make 111 12.52.1.11Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb type of Size 75mm 35mm x 10 mm 112 Add extra over item No 7.6.1 and 7.6.2 for using 400x400mm size MAT finished tiles inplace of 300x300mm size 113 12.52.1.9Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb with brass clading type of Size 100mm 45mm x 15 mm 114 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required. doors 115 12.49.2Oiling, Greasing work of gate parts like Headstock, Headstock parts, Roller Assembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Materialfor vertical lift sliding type/ fix wheel gates excluding cardium compund and gear oil For gate size above 1 Sqm to 10 Sqm 116 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded incement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, ormetal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steelhandles and peg stay etc. as required.windows sidehung(openable) 117 5.33Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts 118 Distempering with oil bound washable distemperr of approved brand and manufacture to give an even shade including all scaffolding : old work (one oe more coats) including scrapping surface and necessary repairs (a) colour change 119 12.36Operation of vertical / radial gates, hoist operation, stop log gates, Gantry Crane, mono rail etc. at Dams for all seasons round the clock whenever required, as per direction of Engineer in-Charge, by providing sk illed & semi skilled staff well conversant with the work of operation of gates as well as meet out all types maintenance & repair work of gates whenever required in any emergency during operation of the gates including deployment of Chowkidar at gate section of the Dam 120 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding : New work (two or more coats) over and includingscrapping and priming coat with cement primer 121 5.2.2Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Hard rock not requiring blasting 122 P & F bib cock (IS : 8931 mark), superior quality of approved make : Brass 400 grm, 15 mm nominal bore 123 18.1.2Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick 124 P&F sand cast iron (S.C.I.) Pipe (IS:1729 mark) of approved make in wall in floor with MS holder bat clamps in 10X10X10 cm. M15 grade concrete block joints filled with CM 1:4 with spun yard including cutting holes and making good the wall.150mm dia. 125 17.5.2Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar 126 P&F SCI fittings (IS1729mark) in CM 1:4 spun yarn150mm w/o door Bend 127 5.2.3Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Phylite & other hard rock requiring nominal blasting 128 spray painting with flat wall paint of approved brand and manufacture to give an even shade : two oe more coats on new work including priming coat of distemper primer of approved brandand manufacture 129 11.2.1Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drillingincluding cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.Up to 5 m. depth 130 S&F following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 131 11.2.2Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.From 5 to 10 m depth 132 S&Providing & Fixing of ISO certified company made off load change over switch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steelenclosure complete with connections with lugs, testing etc. as required in the following rating: All as per pre approved by Engineer in charge. For additional technical parameters ofproducts/ work , refer Annexure A attached with this BSR . 32 A, Four poleF following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according toIS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 133 2.9.2Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost ofempty begs). 134 S&PP & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSRroviding & Fixing of ISO certified company made off load change overswitch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steel enclosure complete with connections with lugs, testing etc. as required in thefollowing rating: All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 32 A, Four poleFfollowing sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 6.4 mmthick 135 10.2Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove 136 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure Aattached with this BSR 9 mm thick 137 11.1.1.1Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth 138 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimumphase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR (a) 6 Amp to 32 Amp rating 139 5.35.3Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing ofvoids from small stones including all lead & lifts, in required profile of 23 cm thickness ( 5 % thickness tolerance) 140 Providing corrugated G.I. Sheet roofing fixed with G.I.J. or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coat of approved paint on over lapping of sheet complete (upto a pitch of 60o) & excluding the cost of purlins rafters and truses, for class of sheets :1.60mm thick 141 11.1.2Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete 142 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDAaccrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Triple pole MCB 50/63 A rating 143 11.1.3Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. 144 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR (c) Double pole MCBS of 50 AMP to 63 AMP 145 12.7Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated rope drum hoist according to relevant IS code, consisting ofhoist platform bridge, rope drums, connecting shaft, gear system unit, pulleys, wire rope, Gate position indicator, manual operation system, etc. complete, with all accessories for operating gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oil filling, tools and tackles, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for all materials. 146 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 4 way Metal door (single phase) 147 12.1.1Design, drawing, fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sill beams, vertical tracks, vertical seal tracks, sealing frame, guide tracks/rails, wall plates, seal seats, anchors, anchor girders, yoke girders, tie flats, trunnion supports, rope and pulley supports etc. and any required necessary item, with all accessories as per relevant IS code, for all type radial gates/ Vertical lift fix wheel type sluice and Canal gates/Stop log gates including cost of all materials, machinery, labour, cutting,aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thicknessof 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., including packing & forwarding, transportation charges complete item, as per specifications and approved drawings 148 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (metal / Glazed )Distributio board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR 12 way Metal door (single phase) 149 18.49Under water videography of dam body & its appertunance i.e gates, under sluice, emergency gate grooves clearly showing location defect area or area of interest indicatingcondition from all possible angles and special focus on damaged portions complete in all respects upto the satisfaction of Engineer in charge. The work also includes supply of three sets of video in digital form and a depth wise report prepared in hard copy 150 Providing & fixing in position frame made out of MS angle (riveted or welded) finished with two coat of red oxide and enamel paint of following size as required 38*38*6 mm 151 12.8.1Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated screw type hoist according to relevant IS code, consisting of supporting structure, platform bridge etc., operating handle, gate positionindicator, plumber block, couplings with all required accessories for operating Head/cross/escape regulator gate including cost of all materials, machinery, labour, tools and tackeles, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oiling, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and lifts,including packing & forwarding, transportation charges for structural steel components and other materials. 152 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. systemlumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintanedtill life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .600mm , Min. Lumens output 1800 lm LED Tube rod with Polycarbonate Housing 153 5.15.1.1Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all typessoils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 154 Providing & Fixing of 240/415 V factory fitted RCBO with overload, short-circuit and earth leakage protection with ISI marked (IS12640-2)/ conforming to IEC 61009-1, breaking capacity 10 KA, provision for pad lock, min. Electrical operation 10,000 upto 63 A rating ,minimum phase termination capacity of 35sq.mm. , IP 20 contact protection with existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Four pole 100/300 mA sensitivity 40 A rating 155 7.1.3Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation includingcuring with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 156 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulationPVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parametersof product / work refer Annexure A attached with this BSR 1 *2.5 sq.mm 157 9.3.1Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing withrendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher brokenstone aggregate of maximum size upto;(For mix design Cement content considered 420 kg/ cum of concrete) 150 mm 158 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own inhouse NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 1*6.00 sq.mm 159 7.10.2Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materialsincluding curing etc. complete. In cement sand mortar 1:4 160 Supply and erection of GI stay set confirming to pattern-1 of BS:16/1974 and as per latest Discom Specifications complete with stay rod with anchor plate fitted with cast iron crosshead and steel bow, in cement concrete 1:3:6 including excavation of pit-re-filling etc complete as reqd. All as per pre approved by Engineer in charge.For additional technicalparameters of product / work refer Annexure A attached with this BSR. Stay set of dia 16mm,1.8m long stay rod and anchor plate 300 x 300 x 4.0 mm 161 5.26Threading / turfing of grass on slopes of bunds etc. in rows 15 cm centre to centre in each direction including Ploughing, levelling, breaking of clods, and removal of stones etc. ifrequired including maintenance for 30 days or more till the grass develops fully with all leads and lifts complete 162 Add extra over item No. 10.25 for providing and fixing CGI sheets in curved roofing 163 8.2.1Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm 164 Supply and fixing of LT porcelain pin insulator as per IS 1445-1997 and as per Discomsstandard specifications,suitable for working voltage 1100 volts including all accessories like MS Forged GI LT Pin confirming to IS:7935/1975 (latest amended) Nut, Bolt etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 100 mm x 70 mm 165 10.1.110.1 Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility ScaleSolar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR,showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed towithstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of more than 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in stringlevelmonitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive.The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document.10.1.1 Solar panels up to 10 KW at a single location. 166 Supplying and drawing overhead steel core Aluminium conductor (ACSR) ISI marked(IS 398 part II-1996) on existing cross arms through insulator with all necessary T&P required including binding and twisting etc. complete in all respect as required. All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure Attached with this BSR 30 Sqmm of (6+1) 2.59mm (Weasel) 167 16.12Hire charges of DGPS instrument with operator and staff for bench mark shifting, topography survey, command area survey, canal survey, dam survey etc. and collection ofdata, plotting the details and preparing digital map of area in layers, and developing contours where ever required as directed by engineer in charge; including supply of detailed drawingsin appropriate scale in soft copy & three sets of Hard copy complete in all respect. These rates are including all types of taxes applicable 168 Providing & Fixing of 6 amp. Combined flush type non modular socket and switch set as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fireresistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR 169 16.14.1.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, develo ping L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) L-section of Dam/ Canal (ii) InPlain area - Levels for L-section to be taken at interval 30 meter. 170 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . Suitable for 2 LED Tube shape fixture for single rod 171 16.14.2.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, developing L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) X-section of Dam/ Canal(Total length of X-section shall be measured) (ii) In Plain area - Levels for X-section be taken at interval 5meter 172 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B classwatering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lidsuitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternatelayers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter inmeasurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 173 16.10Grid survey at interval of 30 x 30 meter to conduct submergence survey with TS / DGPSinstrument and prepare 0.50 m interval contour plan and superimposing over khasra map including all ancillary works as described in specifications and conditions of contract. Note: Khasra map will be provided by Department Marking of existing FRL, MWL, MDDL contours and dam alignment. Prepare area-elevation and storage -elevation curves andtables. 174 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing 175 16.6.1Digitization of Jamabandi and providing excel sheet to the department Note: Jamabandi Register will be provided by Department 176 SITC of Radiator Cooled and Turbo charged Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H & I 62.5 KVA at 0.8 pf 415V 50Hz 3-ǿ 177 16.6.2Digitization of Khasra map with details in layers and providing soft copy (acad file) Note: Khasra map will be provided by Department 178 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter& Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults,UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturershall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ wo rk , refer Annexure A attached with this BSR . 50 to 82.5 kva 179 5.10.4Add extra for each subsequent lead of 1 km or part there of beyond 5 Km 180 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR i- shortpoint (upto 3 Mtr) 181 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR ii - Medium point (upto 6 Mtr) 182 11.5.1Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 183 Structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height.In flats, tees, angles and channels. 184 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR iii - Long point (upto 10 Mtr) 185 Rewiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVCinsulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & its ISI marked (IS:3419-1988)accessories, 1.2 mm thick MS box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked (IS:2036-1995) phenolic laminated sheet, Al.alloy /Cadmium plated iron/ brass screws, cup washers, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR :on board 186 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2,low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 40A rating 187 P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fanhook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 188 Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirementslaid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additionaltechnical parameters of products/ work , refer Annexure A attached with this BSR . 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 189 Providing & Fixing of IS 11037:1984 marked non modular socket size flush type 180 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial gradePolycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR . 190 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technicalparameters of products/ work , refer Annexure A attached with this BSR 191 Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI>70, minimum life time of minimum 25000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure A attacheded with this BSR. 9 watt 192 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSR : 4.8 mm thick 193 Providing & Fixing of ISI marked (IS:1258) batten/angle lamp holder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brassterminal & captive screwsincluding making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work ,refer Annexure A attached with this BSR 194 providing of 18mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 195 Chair type 7 {Revolving chair medium back, support backrest symmetrical lumber support, back cover mesh fabric) (inclusive all taxes) 196 Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. 197 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; handpacking, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up theinterstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&Hspecification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete : Crusher broken Grade II (63-45 mm) 198 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specificationincluding all material, labour, machinery, lighting, guarding and maintenance of diversion 199 Chair type 4 {chair type with arms,frame type 4 legs,castors without (inclusive of all taxes)} 200 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuousoperation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour,machinery, lighting, guarding and maintenance of diversion. PCC M-25 201 Providing & Fixing of IK07 IP-66 protected high power LED flood light system with Pressure diecast aluminium housing LM6/ ADC12 material , toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps . Integrated driver must be potted & has a unique BIS R number shall be high efficiency having efficiency more than 85 % and in compliance to BIS certified and T.C. certificate. The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used . LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety . Input Frequency 50Hz±3%, Power Factor >0.95 ,driver Efficiency >85% , THD(I) <10% , driver current <1000mA shown in LM79 report. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector Must be rovided, Surge Protection Min >=4KV internal and 10KV external, System life of 30000 Burning hours with 70% of Initial Lumens maintained, color Rendering Index >70 and CCT 5700K ±355K. Driver current <1000mA shown in LM79 report. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow raceability/authenticity. Fixture shall be IS 10322 Complianced. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures . (LM79/LM80) certificate/report with liable warranty of product/accessories from OEM shall be submitted . All as per approved by Engineer In charge . for additional technical parameters of products/works . High Power LED Flood 202 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. M.S tube 203 Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. 4 meter 204 Supply, Erection and Fixing of hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved byEngineer in charge. For additional technical parameters of products/ work . Double arm overhang 205 providing of 24 mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 206 Supply installation testing & Commissioning of ISO certified company made high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 –2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, inte gral power tool accesible from door with padlocking arrangement ( winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, S.S. ropes (AISI 316, 7 / 19 costruction ), EPR insulated PCP sheathed trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation and CC foundation of M - 25 grade complete as required as per IS 456/IS 2911. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135. ( See table P - 03 for specs.) OEM must have type test certificate for wind tunnel test for high mast fixtures , complete in all respect .All asper pre approved by Engineer in charge ,for additional technical parameters of products/work. 16.0 Mtr HM(in 2section) 207 Labour charge for removing old wire ropes and fixing of new wire ropes with all accessories and T&P etc complete 208 oiling & greasing of gantry crane on Parbati Dam Which includes complete Removal of all old worn out & broken down parts, cables, connections etc complete checking of all copper wiring, all wiring & connections control panel , all switches etc complete with all material , labout, T&P and lead and lift complete in all respect 209 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approvedbrand or manufacture 210 Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. : 80mm thick 211 Table type 3 (storage provided one side,length of table top-1200 mm, depth of table top-600 mm) 212 Providing sofa set(Frame covering fully upholstered, Total No of seats in sofa set -4, covering material for seat and back rest-leatherite) 213 Table type 5 (seating capacity - 8 seater, width in mm -1200, Length in mm - 2400mm, shape of table top Rectangular , height in mm - 750 mm ) (inclusive all taxes)
