View Bid Results For Transportation Of Packed Lpg Tenders

We found 11 Bid Results related to transportation of packed lpg tenders. You can find Contractor details who won transportation of packed lpg tenders along with contract details in Bid awards announcements section.

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1.
Drinking Water Supply and Sanitation #10279059 Price Bid
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)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
2.
Petroleum and Natural Gas #9800616 AOC
1St Eoi Of Banka Bp For Packed Transportation Transportation Of Indane Lpg Cylinders In Vertical Position On Unit Rate Basis Ex Banka Lpg Bottling Plant
Contract Date: Mar 14, 2026 Contract Value : ₹ 7.34 Crore
Boards / Undertakings / PSU No of Bidders 39
Bihar View Result →
Punjab View Result →
4.
Petroleum and Natural Gas #8627263 AOC
Tender For Induction 20 nos. 200 capacity (Cat-III) packed LPG cylinder trucks at L-1 rates. for transportation of LPG cylinders, ex-Raninagar BP
Contract Date: Jan 20, 2026 Contract Value : ₹ 10.59 Crore
Boards / Undertakings / PSU No of Bidders 11
West Bengal View Result →
5.
Petroleum and Natural Gas #8627262 AOC
Tender For Induction 30 nos. 342 capacity (Cat-I) packed LPG cylinder trucks at L-1 rates. for transportation of LPG cylinders, ex-Kalyani BP
Contract Date: Jan 20, 2026 Contract Value : ₹ 20.73 Crore
Boards / Undertakings / PSU No of Bidders 15
West Bengal View Result →
6.
Petroleum and Natural Gas #7957902 AOC
3Rd Eoi Packed Trucks Required At Haridwar Bp Requirement Of Trucks For Packed Lpg Cyl Transportation Ex- Haridwar Lpg
Contract Date: Sep 16, 2025 Contract Value : ₹ 5.63 Crore
Boards / Undertakings / PSU No of Bidders 7
Uttarakhand View Result →
7.
Educational and Research Institute #7542221 AOC
Tender For CONSUMERFED LPG BOTTLING PLANT MOONKILMADA PALAKKAD-- 1 OFFICE BUILDING -CIVIL WORKS 2 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposedearth to be levelled and neatly dressed.All kinds of soil 3 2.26.1Extra for every additional lift 1.5 m or part there of in excavation / banking excavatedor stacked materials.All kinds of soil 4 4.1.4Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2coarse sand : 4 graded stone aggregate 40 mm nominal size) 5 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size 6 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 )1 cement : 2coarse sand : 4 graded stone aggregate 40 mm nominal size) 7 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site 8 7.1.1Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) 9 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 10 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete 11 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts 12 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform 13 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers 14 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide 15 5.9.19Centering and shuttering including strutting, etc. and removal of form for:Weathershade, Chajjas, corbels etc., including edges 16 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size 17 5.2.2Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 gradedstone aggregate 20 mm nominal size) 18 5.3Reinforced cement concrete work in beams, suspended floors, roofs, having slope upto 150 landings, balconies, shelves, chajjas, lintels, bands, plain windowsills, staircases and spiral stair cases up to floor five level excluding the cost ofcentering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). 19 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more 20 50.6.2.2Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm ornearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etccomplete 21 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 22 13.3.1 20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) 23 13.9.1Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neatcement.12 mm cement plaster 24 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 25 OD35976/2024-2025 Manufacture and supply of Pressed steel door frame with shutter using frame section of 105 x 60 x 1.2 mm(18G) & 75 x 30 x 1mm for shutter section made out of Tata Galvano steel sheets and the inner panel fitted with 1mm embossed sheets welded and assembled with 100 x 2.0 mm SS butt hinges hold fasts, mortar guards, SS al-drops, SS Tower bolt and SS handles and finally applied with zin- chromate yellow primer/powder coating to your desired colour to the size. 26 OD35977/2024-2025 Manufacture and supply of Pressed Steel Windows using frame 82 x 60 x 1.2 mm and shutters 50 x 20 x 1.2 mm made out of Tata's Galvano steel sheets welded and assembled with ø12mm MS rod @10cms C/C gap horizontally and 25x5mm flat-2no./P vertically as grill with S.S. butt Hinges, hooks , eyes, stay and NSD Handles and fitted with 10 x 10 mm Aluminum C channel as beading and finally applied with zin-chromate yellow primer/powder coating to your desired colour to the size. 27 10.30.1 Providing & fixing glass panes with putty andglazing clips in steel doors, windows, clerestory windows all complete with :4.0 mm thick glass panes 28 OD36554/2024-2025Providing and fixing 50mmx42mmx2mm door frame and 25 mm thick PVC flushdoor shutter including cost of all materials and labour charges etc complete. 29 13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade:Two or more coats on new work 30 11.36Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622(thickness to be specified by the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm,including pointing in white cement mixed with pigment of matching shade complete. 31 11.37Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to bespecified by the manufacturer), of 1st quality conforming to IS : 15622, of approvedmake, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thickcement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints withwhite cement and matching pigment etc., complete. 32 11.41.2Providing and laying vitrified floor tiles in different sizes (thickness to be specified bythe manufacturer) with water absorption less than 0.08% and conforming to IS :15622, of approved make, in all colours and shades, laid on 20 mm thick cementmortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cementand matching pigments etc., complete.Size of Tile 600 x 600 mm. 33 16.68 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charges 34 21.1.1.1Providing and fixing aluminium work for doors, windows, ventilators and partitionswith extruded built up standard tubular sections/ appropriate Z sections and othersections of approved make conforming to IS : 733 and IS: 1285, fixing with dashfasteners of required dia and size, including necessary filling up the gaps at junctions,i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.Aluminium sections shall be smooth, rust free, straight, mitred and jointedmechanically wherever required including cleat angle, Aluminnium snap beading forglazing /paneling, C.P. brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, paneling and dashfasteners to be paid for separately):For fixed portionAnodised aluminium (anodised transparent or dyed to required shadeaccording to IS : 1868, Minimum anodic coating of grade AC 15) 35 21.1.2.1For shutters of doors, windows & ventilators including providing and fixing hinges /pivots and making provision for fixing of fittings wherever required including thecost of EPDM rubber/ neoprene gasket required (Fittings shall be paid forseparately)Anodised aluminium ( anodised transparent or dyed to required shadeaccording to IS : 1868, Minimum anodic coating of grade AC 15) 36 OD86945/2024-2025Providing and fixing 9 mm thick prelaminated particle board flat pressed three layeror graded wood particle board conforming to IS : 12823 Grade I Type II, in panellingfixed in aluminum doors, windows shutters and partition frames with C.P. brass /stainless steel screws etc. complete as per architectural drawings and directions ofEngineer - in- Charge.Prelaminated particle board with decorative lamination on bothside. Details of cost for 3sqm 37 21.3.1Providing and fixing glazing in aluminium door, window, ventilator shutters andpartitions etc. with EPDM rubber / neoprene gasket etc. complete as per thearchitectural drawings and the directions of Engineer - in -Charge. ( Cost ofaluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mmthickness 38 9.100.1Providing and fixing aluminium handles, ISI marked, anodised (anodic coating notless than grade AC 10 as per IS : 1868) transparent or dyed to required colour orshade, with necessary screws etc. complete:125 mm 39 9.97.2Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating notless than grade AC 10 as per : 1868), transparent or dyed to required colour or shade,with necessary screws complete:250x10 mm 40 2.13Providing and fixing 100 mm brass locks ( best make of approved quality ) foraluminium doors including necessary cutting and making good etc. complete 41 9.101.1Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised(anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed torequired colour and shade, with necessary screws etc. complete.Single rubber stopper 42 PLUMBING WORKS 43 50.18.9.18.1Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 mspacing. This included jointing of pipes with one step PVC solvent cement and testingof joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 -External work- Exposed on wall 44 50.18.9.17.1Providing and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 mspacing . This includes jointing of pipes with one step PVC solvent cement andtesting of joints complete as per direction of Engineer-in-Charge 63 mm dia 6Kgf/cm2 - External work - Exposed on wall 45 50.18.7.4.1Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall 46 50.18.9.22.6Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 110x110x110 mm dia Door tee 47 50.18.9.9.2 Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2 48 50.18.7.6.2 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall 49 50.18.8.3.2Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solventcement and testing of joints complete as per direction of Engineer-in-Charge.Concealed work, including cutting chases and making good the wall etc. 25 mm pipe10kgf /cm2 50 50.18.9.22.1Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 110 mm dia Elbow 51 17.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid 52 17.7.2 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap 53 50.17.1.4 Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge 54 17.73.2 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighting not less than 190 gms 55 18.51.1 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore 56 18.53.1 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore 57 18.65 Providing and fixing PTMT Soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fittings arrangements, weighing not less than 106 gms 58 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 59 OD36627/2024-2025 Providing and fixing PVC ball valve 50mm 60 OD36628/2024-2025 Providing and fixing PVC ball valve 25mm 61 OD36629/2024-2025 Providing and fixing PTMT float valve of approved quality : 15 mm nominal bore 62 OD36630/2024-2025 Supplying and fixing 110mm dia PVC multi floor trap and Stainless steel (SS) 150x150mm floor water drain gratings including all materials and labour charges etc. 63 OD36632/2024-2025Supplying and Erecting Cement Concrete circular precast ring of size 1.25m dia1.50m depth and 0.05m thickness including the cost of carriage, trenching, placing at thelevel below ground leval as specified as per the direction of engineer in charge. For Leech pitDetails of cost for 1 No of Leeach pit size 1.25dia*1.50 depth ( Precast ring 1.25mdia, 0.30m depth and 0.05m thickness - 5nos rings). 64 OD36633/2024-2025Supplying and Erecting Cement Concrete circular precast ring of size 0.90m dia0.90m depth and 0.05m thickness including the cost of carriage, trenching, placing at thelevel below ground leval as specified as per the direction of engineer in charge. For Soak pit Details of cost for 1 No of Soak pit size 0.90mdia*0.90m depth ( Precast ring 0.90mdia, 0.30m depth and 0.05m thickness - 3nos rings) 65 ELECTRICAL WORKS 66 1.10.2 : Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group B 67 1.10.1Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mmFRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group A 68 2.3.3 :Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCBIRCCB/Isolator12 way, Double door 69 90.11.1.14 :Supply and installation ofsheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required 70 1.14.1Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface / recessedmedium class PVC conduit as required2x1.5 sq.mm + 1x1.5 sq.mm earth wire 71 1.14.2 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface / recessedmedium class PVC conduit as required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 72 1.14.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface / recessedmedium class PVC conduit as required4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire 73 1.14.3 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes ofFRLS PVC insulated copper conductor, single core cable in surface / recessedmedium class PVC conduit as required2 X 4 sq. mm + 1 X 4 sq. mm earth wire 74 1.27.1 : Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm) 75 1.27.5 :Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.8 Module (125mmX125mm) 76 1.27.4 :Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.6 Module (200mmX75mm) 77 1.24.1 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch 78 1.24.3 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch 79 1.24.4 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 amp socket outlet 80 1.24.5 : Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet 81 OD87800/2024-2025 Supplying and fixing 2NOS .white front plate on 1 No.32A modular type DP Switchwith indicator , earthing make good the damages colour washing etc as required onrecess as power plug (ROHS) for A/C 82 1.26 :Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 83 2.10.1 :Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole 84 2.10.3 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve,miniature circuit breaker suitable for inductive load of following poles in the existingMCB DB complete with connections, testing and commissioning etc. asrequired.Double pole 85 2.12.1 : Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps 86 2.13.1 : Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps 87 2.14.2 : Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps 88 2.15.2 : Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps 89 90.3.10 : Supplying and providing extra H.G conduit down rod of 19 mm dia 2 x 1.00 m long with 16/0.20 mm 3 core copper conductor flex wire conforming to relevant ISS or with the extended original wiring and giving connection etc. as required 90 1.25 : Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 91 90.3.20.3Supply & installation of light fittings on TW round block
Supply, conveyance installation testing and commissioning the light fittings offollowing types made of CRCA with 0.5mm thickness complete with all accessoriesand lamps etc. directly on wall or ceiling with PVC round block neatly painted to suitthe fitting and giving connection with required length of 16/0.20mm 3 core copperconductor flex wire conforming to relevant ISS and giving connections asrequired.1200 mm 1X20W LED Lamp with box type fixture 92 90.3.22.3Supply & installation of light fittings on flat iron bracket
Supply, conveyance, installation, testing and commissioning the light fittings offollowing types made of CRCA sheet of .5mm thickness complete with allaccessories and lamps etc. directly on wall using 2 nos. flat iron brackets made from25x6mm flat iron, painting the flat iron bracket and giving connections with requiredlength of 16/0.20mm 3 core copper conductor flex wire conforming to relevant ISS orextending the original wiring and giving connection etc. as required.1200 mm1X20W LED Lamp with box type fixture 93 90.3.24.3 Supply & installation of light fittings suspended on ball & socketarrangement with 19 mm down rod
Supply, conveyance, installation, testing and commissioning the light fittings of following types made of .5mm thick CRCA sheet accessories and lamps etc.including supplying and fixing ball and socket arrangements on PVC round block,suspension down rod of 19mm dia MS conduit up to 2x30cm length includingpainting and wiring the down rod with 16/0.20mm 3 core round copper conductorflex wire conforming to relevant ISS or extending the original wiring and givingconnections etc. a required.1200 mm 1X20W LED Lamp with box type fixture 94 90.12.7.40Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armouredaluminium power cable, 1.1 KV grade of the following sizes using clamps notedalong with the cables, spacing of clamps not exceeding 60cms, making good thedamages , colour washing etc. as required.4 core 10 sq mm with factory made clamp 95 90.16.1.2 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required2.65 mm copper conductor (12 SWG) 96 90.16.1.3 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required 97 90.5.1.3 Supply and fixing the following types of superior quality 250V A.C call bell onexisting M.S. box and giving connections with required length of 3 core, 16 / 0.20mm650/1100V grade PVC insulated and PVC sheathed round copper conductor flex wireconforming to relevant ISS or with the extended original wiring, earthing the MS boxand making good the surface as required.Ding dong bell 98 OD86007/2024-2025 : Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2 metre long etc. with charcoal/coke and salt as required. 99 OD86891/2024-2025Supply and providing earth lead from the test joint to the earth electrode using 25x 3 mm GI strip of conductors/strips including cutting, drilling necessary holes (in case of strip) and fixing firmly with plate,test joint etc as required. 100 OD86893/2024-2025: Providing and fixing 2x25mmx3mm GI strip test joint for earthing system. 101 OD86895/2024-2025 : Supply and providing 25 x 6 mm brass nut and bolt etc.as required. 102 OD85979/2024-2025 : Supply and fixing cast aluminium stove enameled elliptical shaped bulk head fitting with deep drawn anodized aluminium body, epoxy powder coated, heat resistant prismatic glass cover suitable with 7 W LED to wall / ceiling including giving connections with required length of 16/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flex wire conforming to relevant ISS or extending the original wiring and making good the surface as required. 103 OD87757/2024-2025 :Supply & installation of dust and vermin proof, 3 Phase Sintex Meter Board (GS-MB- 5628 (515x240x145) including providing and fixing 3Nos. 32/40 A HRC Fuse Base with HRC Fuse link ,32 /40A neutral link and to fix KSEB meters, etc as required including fixing it on wall, making good the damages colour washing etc. as required. 104 OD87742/2024-2025Supply, conveyance, installation, testing and commissioning of 20 W, 2000 lumenLED, IP 65 street light fitting with aluminium housing, stove enameled CRCA sheetsteel reflector cover, acrylic cover complete with THD <10%, power factor>0.98, RoHS compliant, duly wired up for use on 230 V AC supply including allnecessary accessories etc in the existing GI pipe and giving connections withrequired length of 16/0.20mm 3 core copper conductor flex wire conforming torelevant ISS or extending the original wiring and giving connection etc. as required 105 OD85980/2024-2025 : Supply, conveyance, installation, testing and commissioning of the following sizes of exhaust fans in the existing opening, fixing necessary bolt and nuts, making good the damages etc. as required including giving connections with required length of 24/0.20mm PVC insulated and PVC sheathed 3 core round copper conductor flexwire conforming to relevant ISS. 450 mm sweep, 900 rpm Heavy Duty Exhaust fanworking on 230 V A/C. 106 OD85981/2024-2025Supply, conveyance, installation, testing and commissioning of 1200mm sweep -ceiling fan complete with service value minimum 4.0(cub meter/minute/Watt), Airdelivery minimum 210(cubic meter/ minute), 300mm down rod , 2 number canopies,shackle kit, Copper winding, 3 number blades and all remaining accessories includingsafety pin, nut bolts, washers suitable for 230V/240V single phase AC supply etc.complete as required 2025. 107 OD85982/2024-2025 Supply and fixing angle / straight brass lined modular Bakelite batten holder with 7WLED lamp and giving connection etc as required. 108 OD86010/2024-2025 Supply and fixing of standard graded CAT 6 information Outlet (I/O) box inrecess/surface with single port and Rj face plate having following minimumspecifications :86 type standard, front access with spring shutter, easy identificationlabels or Rj 45 port etc. and Metal box concealed and giving connection properly withthe incoming CAT 6 UTP cable, testing the connection, making good the damages,colour washing etc. 109 1.18.2 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor,unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.2 Pair 110 1.24.6 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.Telephone socket outlet 111 1.53.1 Supplying and drawn of UTP 4 pair CAT 6 LAN cable in the existing surface/recessed steel/PVC conduit as required1 run of Cable 112 1.53.2 Supplying and drawn of UTP 4 pair CAT 6 LAN cable in the existing surface/recessed steel/PVC conduit as required2 run of Cable 113 OD86303/2024-2025 Supply and fixing Wall Mount 4U Rack for Port switch, Patch panel, AC Distribution box, cooling fan and hardware mounting kit 114 OD86304/2024-2025 Supply and installation and giving connection of 16 port CAT- 6 Patch panels fully loaded for inter connecting sever and nodes. Recommended:Dlink or equivalent. 115 OD86305/2024-2025 Supply and fixing of 16 port GIGA Switch High speed with rack mount accessories.(Make: Cisco /D link or equivalent) 116 OD86306/2024-2025 Supplying and fixing Patch Cord Cat6 2m including all materials and labour charges etc 117 OD87626/2024-2025 Supplying and fixing Patch Cord Cat6 1m including all materials and labour charges etc. 118 COMPOUND WALL 119 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil 120 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 121 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 122 5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 123 5.9.1 Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete 124 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 125 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 126 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 127 50.6.1.5 Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete 128 16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete 129 16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m) , having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4 m or 3.00 apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angel iron, all complete as per direction of Engineer- in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 130 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 131 ELECTRICAL, PUMP AND GENERATOR BUILDING 132 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil 133 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil 134 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 135 60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site 136 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 137 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete 138 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 139 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts 140 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 141 5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 142 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 143 50.6.2.2 Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etccomplete 144 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 145 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 146 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 147 10.2 Structural steel work riveted, bolted or welded 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 148 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 149 12.51.1 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm) 150 OD40645/2024-2025 Manufacture and supply of Pressed Steel Windows using frame 82 x 60 x 1.2 mm and shutters 50 x 20 x 1.2 mm made out of Tatas Galvano steel sheets welded and assembled with ø12mm MS rod @10cms C/C gap horizontally and 25x5mm flat-2no./P vertically as grill with S.S. butt Hinges, hooks , eyes, stay and NSD Handles and fitted with 10 x 10 mm Aluminum C channel as beading and finally applied with zin-chromate yellow primer/powder coating to your desired colour to the size. 151 10.30.1 Providing & fixing glass panes with putty andglazing clips in steel doors, windows, clerestory windows all complete with :4.0 mm thick glass panes 152 9.13 Deduct for providing pin headed glass panes instead of ordinary float glass panes weighing 4 mm thick in doors, windows and clerestory window shutters ( Area of opening for glass panes excluding portion inside rebate shall be measured.) 153 OD40646/2024-2025 Manufacture and supply of Pressed steel door frame with shutter using frame section of 105 x 60 x 1.2 mm(18G) & 75 x 30 x 1mm for shutter section made out of Tatas Galvano steel sheets and the inner panel fitted with 1mm embossed sheets welded and assembled with 100 x 2.0 mm SS butt hinges hold fasts, mortar guards, SS al-drops, SS Tower bolt and SS handles and finally applied with zin- chromate yellow primer/powder coating to your desired colour to the size. 154 13.62.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to givean even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 155 ROAD INSIDE PLANT 156 3.5.1 Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 157 4.11.1 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring grave 158 4.9 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead 159 75.5.1.1pb Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 160 75.5.2.3pb Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 161 75.5.9.1.2pb20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen RatesProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) 162 75.5.12.A.3.2pb Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)
Contract Date: Jun 12, 2025 Contract Value : ₹ 79.27 Lakh
Government Departments No of Bidders 2
Kerala View Result →
8.
Educational and Research Institute #7353107 AOC
Tender For Construction Of Additional Boys Hostel Building With 200 Capacity In government College Of Engineering, Erode.; 1 Earthworkexcavationfor foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, baling out water wherever necessary, refilling the foundation with excavated earth and depositing the surplus earth within compound in places shown by the departmental officers with an initial lead of 10 metre and initial lift of2 metre and clearing and leveling the site etc., complete complying with standard specification and as directed by the departmental officers. 2 Earthwork Openexcavationin all soils and sub soils to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, baling out water wherever necessary refilling the foundation with excavated earth other than sandy soil in layers of not more than 15 cm thick layers well rammed and depositing the surplus earth within compound in places shown by the departmental officers with an initial lead of 10 metre and initial lift of2 metre and clearing and leveling the site etc., complete complying with standard specification and as directed by the departmental officers. 3 Refilling basement with excavated earth other than sand with an initial head lead of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed, watered and consolidated etc. complete complying with standard specification. 4 Supplying and Filling in foundation and basement with filling M sand in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. 5 Supplying and Filling in foundation and basement withgravel in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. 6 Cement concrete 1:5:10 (one cement, five M sand and ten aggregate) using 40mm gauge hard broken blue granite stone jelly for foundation and basementincluding dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification and as directed by the departmental officers. 7 Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oakjoists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)For column footing plinth beam etc. 8 Supplying and erecting steel centering including necessary supports for plane surfaces, for all RCC works including strutting upto 3.29min all floors using mild steel shutters of size 90cmx60cm of BG 10 stiffened with mild steel angles of size 25mmx 25mmx3mm laid over silver oak (Country wood) Joists of size 10cmx6.5cm spaced at about 90cm c/c and supported by casurina props of 10cm to 13cm dia. (spaced at 75cm c/c) etc., complete complying with standard specification and as directed by the departmental officers.(The centering will be removed after specified period of concrete without damaging the concrete) 9 For plane surface such as RCC floor slab, roof slab, beam litels bed blocks, landing slab, waist slabs and beams, etc., 10 For plane surface such as rectangular or square RCC columns, sunshdes, top and bottom slab of RCC, etc., 11 For plane surface such as Vertical surfaces such as sunshade, boxing vertical drops, facia for sunshade and other vertical walls etc., 12 Brick workpartition wall 11.10 cm thick using Fly Ash bricks of size 230×110×70mm fixing hoop iron reinforcement if found necessary, laying, finishing and curingetc., complete complying with standard specification and as directed by the departmental officers. 13 ForSuper structureinGround Floor 14 ForSuper structurein First Floor 15 Brick work in cement mortar 1:6 (one cement and six M sand) using Fly Ash bricks of size 230×110×70mm including curing etc., complete complying with standard specification and as directed by the department officers. (Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost). 16 For Foundation & Basement 17 ForSuper structureinGround Floor 18 ForSuper structurein First Floor 19 ForSuper structurein Second Floor 20 Damp proof Course with Cement Mortar 1:4 (One cement & four sand) 12mm thick mixed with water proofing compound of approved quality confirming to ISS @ 2% by weight of cement used etc complete complying with standard specification and as directed by the departmental officers. 21 Providing and laying in position, Standardised Concrete Mix M-20 Grade in accordance usingwith IS:456-2000, 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of M sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). 22 For Foundation & Basement 23 ForSuper structureinGround Floor 24 ForSuper structurein First Floor 25 ForSuper structurein Second Floor 26 Supplying, fabricating and placing in position of steel reinforcement using MS (or) RTS rods for all RCC item of works including cost of steel and binding wire in all floorsetc., complete complying with standard specificationand as directed by the departmental officers. 27 Special ceiling plastering in all floors and finishing the exposed surface of RCC items of work such as slab, beam, sunshade, facia, canopy slab, staircase waist slab, landing slab etc., with cement mortar 1:3 (One cement and three P-sand) 10mm thick including hacking the surfaces and providing cement mortar nosing, beading for sunshade, staircase, step, landing slab etc., including neat finishing and curing etc., complete complying with standard specification and as directed by the departmental officers. 28 Plastering with cement mortar 1:5 (one cement and five p-sand) 12mm thick in all floors using fine P sand including neat finishing, curing,etc., complete complying with standard specificationand as directed by the department officers. 29 Painting the exterior walls surface two coats of best and approved first quality and colour of Interior emulsion paintin all floors over one coat of primer including preparation of surface, wall puttytwo coats with good quality including cost ofwall putty , emmary sheet, plates, etc. and including labour charges for rubbing the wall scrapping putty pasting works and makinggood smooth surface and finishing neatly etc.,. complying with standard specification and as directed by thedepartmental officers etc. complete. ( The make, quality and colour of paint should be got approved by the departmental officer before use of work) 30 Painting the exterior walls surface two coats of best and approved first quality and colour of Exterior emulsion paintin all floors over one coat of primer including preparation of surface, wall puttytwo coats with good quality including cost ofwall putty , emmary sheet, plates, etc. and including labour charges for rubbing the wall scrapping putty pasting works and makinggood smooth surface and finishing neatly etc.,. complying with standard specification and as directed by thedepartmental officers etc. complete. ( The make, quality and colour of paint should be got approved by the departmental officer before use of work) 31 Painting the new iron work with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat and including cost of painting materials, brushes, putty, preparation of surfaces and scaffolding charges etc.,complete complying with standard specification and as directed by the departmental officer. (Thequality and colour of paint should be got approved by the departmental officer before use on work). 32 Paintingthe new wood work two coats withbest approved first quality and colour of synthetic enamel paint over a priming coat of approved quality in all floors including cost of paint, labour and other materials like brushes, putty andscaffolding charges etc., complete complying with standard specification and as directed by the departmental officers. (The make quality and colour of paint should be got approved by the departmental officer before use on work). 33 Finishing the top of roof with one course of Machine pressed tiles of size 23×23×2cm of approved quality laid in cement mortar 1:3 (One cement and three M-sand)12mm thick mixed withwater proofing compound (confirming to Indian standard specification) 2% by weight of cement used and pointed with the same mortar including mixing of red oxide andwater proofing compound etc., complete complying with standard specification and as directed by the departmental officers. 34 Weathering course using best quality of broken brick jelly of 20mm gauge in pure slacked lime (no sand to be added) the proportion of brick jelly to lime being 32:12.5 Cft. by volume and laid over the RCC roof slab in a single layer and consolidated to the required design and finished thickness and slope by beating the concrete with wooden beaterof approved pattern and keeping the surface constantly wet by sprinkling lime jaggery water etc., complete complying with standard specification and as directed by the departmental officers. 35 Finishing the top of flooring with granolithic floor finish of 25mmthickness with plain cement concrete of mix 1:2:4 (One cement, two M sand and four aggregate) using 20mm / 10 to 12mm ISS gauge hard broken granite stone including finishing the top smooth and forming thread lining and curing etc., complete complying with standard specification and as directed by the Departmental officers 36 Paving the floor with Double charged Designed Vitrified Tiles of approved quality and colour of size 600x 600x8mm for flooring in all floors over a base layer of cement mortar 1:3 - 20mm thick and pointing with white cement using 0.30kg of white cement per square metre including adding suitable colour pigments to suit the colour of tiles are finishing perfectly and curing as directed by the Departmental Officers including cost of tiles, all materials and incidental charges, transportation charges and labour charges for laying tiles as directed by the Departmental Officers complete complying with standard specification.The tiles should be got approved by the Departmental Officers before use on work. 37 Paving the floor withcolour designceramictilesof approved quality and colour of size 305 x 305 x 6mmin all floors over a base layer of cement mortar 1:3 (one cement and three M sand) 20mm thick and pointing with white cement using 0.30kg/m2including adding suitable colour pigments to suit the colour of tiles finishing perfectly and curing etc., including cost of tiles, all materials and incidential charges, transportation charges and labour charges for laying tiles etc., complete complying with standard specification andas directed by the departmental officers . (The tiles should be got approved by the departmental officers before use on works). 38 Dadooing the walls withcolour design glazedtiles of size 300mmx 200mmx 6mm of approved quality in all floors set in cement mortar 1:2 mix (one cement & two M-sand)10mm thick and pointing with white cement using 0.4 kg/m2 including adding suitablee colour pigments to suit the colour of tiles including finishing the joints neatlyand curing etc.,complete complaying with standard specifications. (The tiles should be got approved by departmental officers before use on the work). 39 Paving the floor with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Jet Black andsimilar varieties with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three M sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification. 40 Labour charges for finishing the top of working tables and staircase step portion with nosing arrangements in Granite slab tiles including cutting the edges and polishing including cost of polishing materials complete complying with standard specification and as directed by the departmental officers. 41 Paving the floor with cement concrete Hydraulically pressedAnti skid tiles20mm thickin all floorsset in cement mortar 1:3 (One cement and three M sand), 20mm thick and pointing with the cement including adding suitable colouring pigments of match with colour of tiles and finishing and curing as directed by the departmental officers including cost of tiles, and all other materials, transportation charges and labour charges for laying of tiles as directed by the departmental officers complete complying with standard specification. (The tiles should be got approved by the departmental officers before use on work.) 42 Fabricating supplying and fixing in position CRCA pressed steel box section 18 gauge or 1.25mm thick for door frames of section size 105mmx60mmx1.25mm thick with necessary rebate of size 35x15mm for housing door shutters conforming to IS specification.Frames shall be fabricatedto the specified door size with joints properly welded and grinded. Stiffeners with 25x3mm MS flat shall be provided around the frame at 60cm intervals. The cost shall also include for providing 3 Nos. of MS clamps with 25x3 flats each on either sides of door frame, providing bottom tie, with 10mm dia MS rod,providing necessary holes for receiving tower bolts 2 Nos. with stiffeners on inner side, providingthe required number of I.Ohinges of size 125x30mm for shutters properly welded to the frames, finishing the door with one coat of good quality red oxide primer with cement concrete 1:2:4 (One cement, two sand and four aggregate) using 20mm gauge hard broken granite stone jelly packed inside to the frame including cost of all materials, fabrication and conveyance to the site and fixing in position with necessary scaffolding etc., complete complying with standard specification and as directed by the departmental officer. 43 Supplying and fixing in postion of 35mm thick solid core flush door shutterswith following specification. with TW ply on both sides and with TW lipping of size 35x12mm on all edges with necessary adhesives and C.P. Screws Alu. Butt Hinges (6 nos. 250 x 16 mm Size) Alu. Aldrop1 No.250 x 16 mm Size, Alu. Tower Bolt 2 No. 250 x12 mm size, alu. Tower Bolt 2 No.200 x 12 mm size, D type alu. Handle 200mm length 2 No., alu. door stopper with rubber bush 2 No. shall be provided, as directed by the departmental officers etc., complete. 44 Single Leaves 45 Double Leaves 46 Supplying and fixing in position of solid panel PVC door with sliding aluminium frame. The outer frame will be 62x38x2mm @ 1.17 kg/m and 40x20x2mm Aluminium C section. Soild PVC door shutter using 16 Gauge 19mm MS Sq. tubes for styles and outer frames. 15mm Ms. Sq. Tubes for top Lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets for paneling shall rigidly fixed in position including necessary furniture fittings. The overall size of styles shall be 50mmx30mm. The overall size of top rail, lock rail and bottom rail shall be 75mmx30mm, with suitable rebate for housing the shutter etc., complete complying with standard specification and as directed by the departmental officer. 47 Supplying and fixing 30mm thick solid core PVC door shutter withPVC frame of size 50x45mm with suitable rebate for housing the shutter consisting of frame made out ofMS tubes 19 gauge thickness and size of 19x19mm for styles and 15x15mm for top and bottom rails, MS frame shall be covered ith 5mm thick heat moulded PVC C channel of size 30x50mm forming styles and 75x50mm for top rai8l, lock rail and bottom rail on either side and 10mm thick 20mm wide cross PVC sheet as gap insert for tap rail, botytom rail, panelling of 5mm thick PVC sheet bearing on either side and join together other side etc. An additional 5mm thick PVC strip of 20mm width is to be stack and the interior side of the C channel using PVC sealant adhesiv e including cost of allfurniture fittings, such as aluminium aldrop of size 250x16mm -1 No. aluminium tower bolt 250x12mm-1 No. aluminium D type handled 200mm etc. complete complying with standard specification and as directed by the departmental officers. 48 Supply and Fixing of M.S. steel doors with Single Leaves following specification. MS angles of size 40x40x 6mm at 3.5 kg/m used for the outer frame and MS angles of size 35x35x5mm at 2.60 kg/m for the shutter frames. Stiffners with 32x6mm at 1.50 Kg/m. MS flat is provided as the lock rail of the door and welded infact of both ends to the shutter frame, 18 gauge CR sheets of best quality is laid as panel in the shutter frames. 18x5mm at 0.70 kg/m MS flat is welded over the 32x6mm at 1.50 Kg / RM and MS flaton the rear side of the door sandwitching the CR sheet for rigidity with locking rail and bottom tie arrangements. Additional stiffners with 18x5 mm at 0.7 kg/m MS flats are provided horizontally diagonally on the rear side of the shutter. 2Nos of hinges in case of single leaf and 4Nos of hinges in case double leaf shutter is provided 6 Nos of hold fasts 200 length 40x40x6mm M.S. angle spliced at the ends are welded to the outer frame of the door. Tower bolt 2 Nos. one at top and the other atbottom are provided. One aldrop is provided incase of double leaves door at lock rail section in the door. For single leaf doors, one more aldrop is provided in the inner side at the lock rail section of the door. 49 One rotating locking arrangements at the inner side of the door and additional provision for locking arrangements for lock is provided with 32x6mm MS flat on the rear side of the door at an appropriate place incase of a double leaves door MS flat 32x6mm at 1.50 kg/m is provided on the edge of one shutter to conceal the gap between the shutters. A tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation of fixing. All members are given a shop coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials labour charges transportation taxes and all other incidental charges etc.,complete complying with standard specification and as directed by the departmental officer 50 Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work. 51 Two leaves 52 Three leaves 53 Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work 54 Providing Anti – termite treatment to soil adjacent and under buildingfoundation, plinth periphery of the building by application of chemicals of IS 6313 part I to IV in stage to suit the progress of work consist as per the detailed specification as below (Measurements taken for the plinth area for the purpose of payment) including braking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport & storing etc., complete and as directed by the departmental officers.(The chemical should be got approved by Executive Engineer before use on work).Stage -1 : Spraying Anti –termite chemical solution for the foundation before laying concrete, in bottom and sides of foundation.Stage-2 : Spraying Anti –termite chemical solution to the grade beam level, spraying has to done for to grade beam brick masonry contact with the back fill earth.Stage-3 : Spraying Anti –termite chemical solution on the sand for the flooring before laying the flooring concrete. This treatment has to be carried out and sand filling by making holes with crow bar to a depth of 60cms and at 60cms intervals on both direction and at junction of wall and flooring throughout.Stage -4 : Spraying Anti –termite chemical solution alround building outside by making holes with crow bar before laying plinth protection and the holes to be close after the treatment. etc., complete complying with standard specification and as directed by the departmental officer. 55 Manufacturing, Supplyingand fixing Stainless Steel hand rail for staircase using 50mm dia 304L Gradestainless steel pipe of 1.60mm thick at at required locations to a height of 1000mm from finished floor level welded to 38.30 mm dia stainless steel pipe post of 1.00mm thick as vertical at 900 center with 3nos of 25.40mm dia intermediatehorizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100x100x6mm MS base plate encased in the base concrete. The rate is inclusive of charges for cutting , bending , welding , grinding polishing conveyance, electrical charges , etc., complete. 56 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for toilets of Differentially abled person using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing.The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade.The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete 57 Supplying and fixing in position best approved of ISI qualityof following PVC rain water down fall pipes having a working pressure of 4 kg / sq.cm including cost of necessary PVC shoe, PVC bend, C.I. gratings of required dia. and special clamps, brass screws, nails etc., and fixing of cast iron gratings at juction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cost of removable iron grating. The PVC pipe shall be fixed on wall with special type of clamps. Special type U clamp at the centre of the pipe line shall be fixed in addition to those for more than 3.0M pipe length complying with standard specification. 58 110mm dia pipe 59 Supplying and fixing MS grills to doors, windows and ventilators etc. using necessary MS flats (or)square rods for inner members and outer members which should be fixed to window frames as directed and design given by the departmental officers inclusive of cost of providing one coat of best quality red oxide primer etc., complete complying with standard specification and as directed by the departmental officers . 60 Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) powder type fire extinguisher of 6 kg capacity as per IS:15683with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc. including conveyance, all incidential charges, necessary scaffolding and re-doing the dismantled portions to its original condition wherever found necessary etc. complete as per standard specification and as directed by the Departmental Officers. Make: Excellent/Safety First/equivalent. 61 Supplying and fixing in position15mm diaChromium Plated screw down Taps(heavy type) of best quality and approved make conforming to ISS andproviding leak proof joints with thread and shellac etc., including fixing and connecting to the pipes etc., complete complying with standard specification and including cutting and threading wherever necessary. (Taps should be got approved by the departmental officer before use onwork) 62 Supplying and fixing in position Indian water closet oriya type of size 580x440mm white glazed earthernware of approved quality with P trap or S trap conforming to IS 2556-Part XII with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One part of lime, two parts of sand and five parts of brick jelly) 100mm thick and finishing the top to required slope and including giving necessary connection to PVC. pipes by dismantling brick masonry, reinforced cement concrete roof/floor slab and making good the disturbed portion to original condition without leakage etc., complete complying with standard specification and as directed by the departmental officers.(The Oriya type Water Closet andall accessories should be got approved by the departmental officers before use on work) 63 Supplying and fixing in position White Glazed European water closet of best quality and approved make with 100mm P or S trap with double flapped rigid PVC.seat cover with chromium plate brass hinges, including supplying and fixing PVC. Low level flushing tank 10 litre capacity of approved quality on wall with teak wood plugs, brass screws and 2 numbers 15mm dia gun metal wheel valve, 15mm dia nylon connection and giving necessary water supply connection as directed by the departmental officers. The rate includes cost of 100mm dia PVC.Pipe 60cm long including cost of 3 Kg.of white cement 6Kg.of cement, spunyarn, shellac, thread ball, teak wood plugs, brass screws 75mmx10mmetc., complete complying with standard specification and as directed by the departmental officers. (The European Water Closet and flushing tank should be got approved by the Departmental Officers before use on work.) 64 Supplying and fixing in position best quality of approved make white glazed earthernware wash hand basin (without pedestal) of size 550x400mm with a pair of cast iron brackets , including cost of 15mm diametre brass chromium plated pillar tap, 32mm diametre C.P.waste, 32mm diametre PVC waste pipe with rubber plug and chain, 15mm diametre gun metal wheel valve, 15mm dia brass nipple, 15mm dia nylon connection etc. including fixing the wash hand basin in the wall in position with pair of C.I.brackets with teak wood plugs and screws and giving necessary water supply connection and painting the brackets with two coats of paint over a priming coat of anti-corrosive paint including testing for leakage etc., complete complying with standard specification and as directed by the departmental officers.(The wash hand basin and specials should be got approved by the departmental officers before use on work) 65 Supplying and fixing in position PVC Nahini trap of size 100x75mm with best pvc gratings of approved brand and quality with fixed over a bed of brick jelly lime concrete 1:2:5(one part of lime,two parts of sand and five parts of 40mm size brick jelly)and finished with cement Mortar 1:3(one cement and three sand)including dismantling masonry works wherever found necessary and making good the damaged portions to the original condition giving connections to the pipe etc., complete complying with standard specification and as directed by the departmental officers. (The PVC Nahini trap with grating should be got approved by the departmental officer before use on works). 66 Supplying and fixing Stainless steel health faucet of best quality with control valve etc., complete complying with standard specification and as directed by the departmental officers(The materials should be got approved by the Executive Engineer before use on works). 67 Supplying, laying and jointing UPVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing UPVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs,UPVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications.The UPVC pipes shall be got approved by Executive Engineer before use on works.For External Water supply arrangements. (Above Ground Level) 68 40mm dia UPVC pipe 69 32mm dia UPVC pipe 70 25mm dia UPVC pipe 71 20mm dia UPVC pipe 72 Supplying, laying and jointing UPVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) with necessary earth work anf refilling charges the earthwork and refilling charges shoul be paid seperatly, etc., complete complying with standard specifications.The UPVC pipes shall be got approved by Executive Engineer before use on works. For External Water supply arrangements. (Below Ground Level) 73 40mm dia UPVC pipe 74 Supplying and fixing in position UPVC specials such as plain bend and shoe of various sizes of best approved quality conforming to ISS.and providing leak proof joints including fixing to wall and giving connection to the UPVC. Pipes including,dismantling the brick masonry/RCC.floor or roof slab and redoing the disturbed portion to original condition etc.complete as directed by the Deptl.Officers complete complying with standard specification 75 40mm Dia UPVC Elbow 76 40mm Dia UPVC Tee 77 40mm Dia UPVC Coupling 78 40mm Dia UPVC Union 79 32mm Dia UPVC Elbow 80 32mm Dia UPVC Tee 81 32mm Dia UPVC Coupling 82 32mm Dia UPVC Union 83 32x25mm Dia UPVC Reducer 84 25mm Dia UPVC Elbow 85 25mm Dia UPVC Tee 86 25mm Dia UPVC Coupling 87 25mm Dia UPVC Union 88 25x20mm Dia UPVC Reducer 89 20mm Dia UPVC Elbow 90 20mm Dia UPVC Tee 91 20mm Dia UPVC Coupling 92 20x15mm UPVCReducer 93 Supplying and fixing in position best quality and approved variety of new Gun Metal Gate Valve heavy typeexcluding the fixing charges but including necessary cutting & threading of GI pipes for jointing the GI specials and providing two coats of painting with good quality and approved variety of anti-corrosive paint over a coat of red oxid primer coat in the case of pipe line above ground level and one coat of tarring in the case of pipe line below ground level etc., complete 94 40 mm dia 95 32 mm dia 96 Supplying and fixing PVC Ventilating shaft of 110mm dia (having working pressure 4 kg / sq.cm) and 3 m height including cost of cylindrical cowl of best approved quality etc., complete complying with standard specification and as directed by the departmental officers. The PVC ventilating shaft should be got approved by the departmental officers before use on work. 97 Supply and fixing in position best quality PVC Soil/ waste pipes 6 kg / sqcm of various size (Below Ground Level)laid properly to alignment including cutting and fixing the required PVC specials but excluding the cost of such specials etc., complete.. (The PVC pipes shall be got approved by the Executive Engineer before use on works).having ISI mark and providing leak proof joints, complying with standard specification etc., complete. 98 160 mm Dia PVC Pipe 99 110 mm Dia PVC Pipe 100 75 mm Dia PVC Pipe 101 Supplying, laying and jointing PVC soil / waste pipesof approved and best variety conforming to IS. Specification with ISI. mark of the following sizes including, cutting and threading of PVC Pipes, fixing specials but excluding cost of such specials but including fixing to wall with necessary teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in roof and making good the dismantled portion to original condition with necessary brick work and plastering wherever necessary with necessary scaffolding charges. The PVC Pipes should be got approved by the Departmental Officers before use on work. Above ground level. 102 110 mm Dia PVC Pipe 103 75 mm Dia PVC Pipe 104 Supplying and fixing in position of the following PVC specials best approved quality conforming to ISS and providing leak proof joints with PVC adhesive etc., i and giving connections to the PVC pipeetc., complete complying with standard specification.(The PVC specials should be got approved by the departmental officer before use on works). 105 110mm dia Door Elbow 106 110mm dia Door Tee 107 110mm dia Elbow 108 110mm dia Y with Single Door 109 110mm dia PVC Air Cowl 110 75mm dia Door Elbow 111 75mm Dia Elbow 112 75mm dia PVC Air Cowl 113 Construction of INSPECTION CHAMBER of followingclear sizes including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1:5 [One cement and Five M sand] using best quality of second class Table Mould Bricks of size 9 x 43/8 x 23/4 with Plastering with Cement Mortar 1:3 [One Cement and Three Plastering Sand] 12 mm thick to inner and outer sides and wearing coat 1:3:6 [One Cement, Three crushed stone sand and Six Aggregate] 15 cm thick and covered with precast slab 5 cm thick etc., complete complying as directed by the departmental officers as per standard specification. 114 Manhole chamber for a clear size of 600x600x600mm 115 Manhole chamber for a clear size of 450x450x450mm 116 Supplying and Fixing of PVC ready made water tank ofapproved quality with standard specification and best brand including testing for leakages after making installations and connections. The cost inclusive of lid and lock with bolt and nuts for PVC tank, transportation, loading, unloading, lifting, installation and necessary connections etc., complete complying with standard specifications and as directed by the departmental officers.(The PVC Water Tank should be got approved by the Executive Engineer before use on works). 117 Supplying and fixing in position of Indian make white glazed earthen ware lipped mouth flat back Urinal of best approved quality with 32mm dia bell mouthed PVC connection,15mm dia G.M wheel valve,fixing the Urinal to the wall in position with necessary T.W. plugs,clamps,screws shellac etc.,including dismantling masonry if necessary and redoing the same to original condition,fixing the 15mm GI pipe connection and wheel valve, painting the pipe with two coats and checked without any leakage etc., complete complying with standard specification and as directed by the departmental officers.(The urinal should be got approved by the departmental officers before use on work) 118 Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand of size 600x450mm x5.5mm thick with necessary plastic back, PVCframe with bottom stand of approved colour with brass screws, rawal plugs etc. complete complying with standard specification and as directed by the departmental officers. (The materials should be got approved by the departmental officers before use on works) 119 Supplying and fixing in position of polished white marble slab (Adanga) of 20mm thickfor urinal partition of size 1.20x0.60m includingand fixing the marble slab with C.M.1:3 etc. complete complying with standard specification and as directed by the departmental officers. 120 Providing mixing laying polymer based water proofing treatment for the sunkan toilet by applying cement based fiexable WPC conforming to IS 2645 to a thickness of 1mm of the prepared surface of the roof slab / floorslab as per specification mendioned above providing cm 1:3 water proofing cover plaster to a thickness 12mm. The malaime coating with admixture of approved make rate quoted is inclusive of preparation of surface which including cleaning of surface polymer morter, curing, labour, tools equipments etc., rate inclusiveof cement and sand required for the treatment the coat and labour charges for fixing 25mm dia pressure pipe 15 kg / m2 to length of 45 cm for drip pipe etc., complete. 121 Providing expansion joint of RCC floor slab for 20mm width using polysulphide as sealent ontop and bottom for a depth of 7.5mm each and packing the inner space using compressible non - absorbent, filler materials including cost of labour for cutting and fixing filler materials and laying polysulphide sealent with necessary spatula etc., complete complying with standard specifications and as directed. 122 Providing expansion joint of 20mm width in RCC roof slabs between RCC twin beams using PVC water bar of 150mm wide centre bulb of 4mm to 6mm thickness of approved quality and brand and includingfilling the inner space with suitable non - absorbent, flexible and well compressible filler materials of approved quality and covering top surface with GI sheet 30cmwide and 1.6mm thick using phill plugs, GI screws, limpetcup washers, bitumen washers, etc., complete complying with standard specifications and as directed. 123 Providing expansion joint of 20mm width in between RCC twin columns from top of pedastal to full height including filling the inner space with suitable non - absorbent, flexible and well compressible filler materials of approved quality and brand; finishing the sides of RCC columns with polysulphide sealents for a depth of 7.5mm on either side covering the inner space filled with filler materials as above etc., complete complying with standard specifications and as directed. 124 Supplying and fixing of special type Terra Cotta Jally of size 20x20x8cm of approved pattern including pointing neat finishing and labour charges for fixing the jally in position etc., complete complying with standard specification and as directed by the departmental officer. 125 Supplying and laying of 63 mm thick high strength type of interlocking rubber moulded hydraulic pressed paver block of approved colour made up of designed concrete mix 1:1:2 using 10 to 12mm size HBG stone jelly in required shapes and sizes having minimum compressive strength of 40 N/mm2 to be laid in flurrying bone pattern with approved non sticking surface at top. The rate is inclusive of levelling the site, compacting with power compactor and sweeping the sand grouting and also inclusive of transportation charges, loading, unloading and labour charges for laying the paver block, etc. complete and as directed by the departmental officers 126 Supplying and filling of 40mm HBGS metal in dispersion trench around the stoneware pipe or in the leach pit or rain water harvesting pit orsoak pit to the required thickness completecomplying with standard specification and as directed by the departmental officers. (The rate including cost of metal filling etc. complete complying with standard specification.. 127 Supplying and filling of 20mm HBGS metal in dispersion trench around the stoneware pipe or in the leach pit or rain water harvesting pit orsoak pit to the required thickness completecomplying with standard specification and as directed by the departmental officers. (The rate including cost of metal filling etc. complete complying with standard specification. 128 Supplying and fixing of PVC corner beeding of best approved quality and colour standard size and thickness of required height of walls using cement mortar 1:2 (One cement and two sand) and finishing the surface smooth with ceramic tiles etc., complete complying with standard specification and as directed by the departmetal officers. 129 Supplying and fixing powder coated Galvalium sheet for head room roof with necessary U or J bolts screws nails and bitumen washers including cost of fixing charges etc.,complete complying with standard specification and as directed by the departmental officers. 130 Supplying and fixing of rolling shutters shall be pull and push type made of 18G/3 lathe sections which consist of five main parts such as curtain, lock plate, guide channels rollers and hood cover. These five main parts are made out of special components detailed below: curtain shall be of 18G/3 lath sections cut to required size and filled with heavy cast iron / MS clips. For 80(2.45m) high rolling shutter lath sections provided shall be not less than 37 numbers. Lock plate shall be 10GMS sheet and attached to the side brackets with 20mm square bar.Side brackets shall be of 10G MS plate and cast iron U clamps shall be rivetted to the side brackets. Roller shall be of heavy cast iron pullies fitted with heavy duty C class 40mm steel pipe and high tensile high carbon coil springs. 2 springs shall be supplied. Side brackets shall be of 10G MS plate and cast iron U clamps shall be rivetted to the side brackets. Roller shall be of heavy cast iron pullies fitted with heavy duty C class 40mm steel pipe and high tensile high arbon coil springs - 2 springs shall be supplied. Hood cover shall be of 0.8mm CRCA sheet reinforced with 25mmx25mmx3mm MS angle or gate channel. The rolling shutter in addition to the above should have pulling hook and shall be coated on exposed area with heavy coat of red oxide primer etc., complete.(Manualty operated) 131 Supplying and Fixing New Cuddappah slab fine polished of approved quality of38 / 40mm thick including cost of cuddappah slab for cupboards,transportation to work site, labour charge for forming grooves in masonry if necessary and laying the slab in position with cement mortar 1:3 (One cement and three m-sand) etc., completecomplying with standard specification and as directed by the departmental officers. 132 Supplying and Fixing of Ornamental Teak Wood main entrance Door with Two leaves wooden panel with partly Glazed panel and the shutter planks engraved with Oranamental Carving works as per drawing and design approved by the Departmental officer with following specification. The wood works to be polished with two coatsofMelamine using best quality and approved colour of varnish for Shutter and frames andBEES WAXINGusing best quality of wax over the varnish for Shutter and framesincluding cleaning the surface. The rate is inclusive of cost of all materials and labour, brushes ,scaffolding charges,supplying the following furniture fitting including cost and labour charges for fixing etc., complete complying with standard specification.(The varnish ,waxand furniture fitting to be used should be got approved by the Executive Engineer before use on work). 133 Supplying, fixing and Erecting in position of 3 phase multi stage 3 H.P Submersible Pumpset suitable for 150mm dia Borewell etc., complete complying with standard specification. 134 Supplying, fixing and Erecting in position of 3 phase Panel Board - Star Delta with two level guard and Auto start including Transport charges etc., complete complying with standard specification. 135 Supplying and fixing of NP3 class hume pipe of flush joint to a size 300mm RCC wall with 25mm thick to a length of 30cm in RCC M 35 with nominal special reinforcement as directed by the departmental officers etc., complete complying with standard specification. 136 Supply and run of 3 x 4 sq.mm PVC insulated Sc un shethed copper conductor of 1100 V grade in suitable PVC rigid pipe consealed inside and outside of with suitable colour.er 137 Barbed Wire - 10 Gauge - Two ply and four pronged ect., complete complying with standard specification and as directed by the departmental offi 138 Supplying and fixing of Barbed wire fencing of 10 gauge in 6 Rows and cross wise on both sides as directed Tieing and strengthening the barbed wire,Horizontally,verticallyand cross wise etc.,including cost of Barbed wire and inclusive of loading, conveyance and unloading at site of work and labour charges for fixing in position etc.,complete complying with standard specification and as directed by the departmental officers. 139 Stucco plastering 12mm thick using blue granite chips of size 6 to10mmand below, etc.,complete complying with standard specification and as directed by the departmental officers. 140 Steam generating boiler LPG operated M.S. outer body of 8mm thick M.S. 8mm inner body, steam circulation pipe, Water circulation pipe, boiler mounting like water level indicator, pressure gauge, safety valve, automatic float valve, emergency water inlet, smoke chimney arc weled smooth finishing with heat resistant painting with T-78 Double burner with 150 kg pressure per hour etc., and as directed by the departmental officers. 141 S.S. Rice Cooker 25kgs capacity single Jacketed direct steam injection S.S. Body of 16 gauge salem sheet 304 grade, S.S. vessel rotating shaft of 60mm dia of 304 grade, S.S. Vessel seating plate 6mm thick S.S. Vessel mounting frame of 50mm sq. Tube 14 gauge thick of 304 grade S.S. lid of 16 gauge S.S. Handle of 25mm Rod with heat resistant knobs argon arc welded with mat polish etc., and as directed by the departmental officers. 142 S.S. Milk Cooker of 150trs capacity Double jacketed indirect steam injection S.S. body of 14 gauge salem sheet 304 grade of double jacket, S.S. vessel rotating shaft of 60mm dia of 304 grade, vessel mounting frame of 50mm sq. tube 16 gauge thick of 304 grade S.S. Lid of 16 gauge S.S. Handle of 25mm Rod with Heat resistant knobs argon welded with mat polish etc., and as directed by the departmental officers. 143 S.S. Iddly Cooker of 240Iddies Capacity S.S. Outer body of 18 gauge salem sheet 304 grade, S.S. Front Frame and Door of gauge, S.S. inner chamber of 18 gauge Each chamber of 80 Iddies capacity, S.S. Idly tray of 20 gauge of 20 Iddies Capacity S.S. Drip tray 22 gauge salem sheet 304 grade with spare tray. S.S. inner connecting pipe with push type cock Handle with knobs S.S. Stand of 32’3mm ‘L’ angle, S.S. standing pipe and support pipe of 304 grade argon arc welded with matt polish with 2 Nos Spare plate etc., and as directed by the departmental officers. 144 S.S. single burner Gas Range Size 27”x27”x24” M.S. Inner angle frame of 32x6mm thick S.S. Top of 16 gauge salem sheet S.S. Side cover Sheet of 18 gauge S.S. Leg of 40 OD with Nylon leveling bush cast iron pan support, T-65 Burner, Copper pig tail, Needle control valve etc. Argon arc welded with Mat polish etc., and as directed by the departmental officers. 145 S.S.Double burner Gas Range Size 60x3024 M.S. Inner angle frame of 32x6mm thick S.S. Top of 16 gauge salem sheet S.S. Side cover Sheet of 18 gauge S.S. Leg of 40 OD with Nylon leveling bush cast iron pan support, T-65 Burner, Copper pig tail, Needle control valve etc. Argon arc welded with Mat polish etc., and as directed by the departmental officers. 146 S.S. Wet Grinder Box Type 12 Ltrs capacity Heavy Duty S.S. Drum of 20 gauge sheet S.S. body of 20 gauge S.S. Arm Set, S.S. Arm set pillar of 304 grade base frame of M.S. 50*6mm L-angle hard granite stone hardened gear box Compton motor or equivalent make argon arc welded with mirror polish with coconut scrapper etc., and as directed by the departmental officers. 147 S.S. Wet Grinder Box Type 8 Ltrs capacity Heavy Duty S.S. Drum of 20 gauge sheet S.S. body of 20 gauge S.S. Arm Set, S.S. Arm set pillar of 304 grade base frame of M.S. 50*6mm L-angle hard granite stone hardened gear box Compton motor or equivalent make argon arc welded with mirror polish with coconut scrapper etc., and as directed by the departmental officers. 148 S.S Working table with under shelves size 45”x24”x34” S.S. Top of 16 gauge and under shelves of 18 gauge salem sheet 304 grade S.S. standing pipe of 40mm pipe of 16 gauge 304 grade with Nylon bush argon arc welded with mat polish etc., and as directed by the departmental officers. 149 Providing Dosa plate of size 72”x 36” X 34” as per the following specification. The Dosa plate top is made of 20mm MS plate cut neatly on all sides & grounded to smoothness. The legs are made of 40x40x6m with stiffeners of size 35x35x5m MS Angles. The base plate for legs are made of 6mm plate. MS flats of size 32x6, 32x3 & 40x6mm are used for connection clamps & stiffeners25x25x6mm MS angle is provided on all four sides for draining of oil & water. The burner is covered on all sides with 3mm sheet to a height of 0.20m to guard the flame in the burner. All members are given a coat of anticorrosive paint over which two coats of syntatic enamel paint is given. The cost includes cost of all materials, labour charges, transport, erection at site, etc, complete 150 S.S.Vessel with lid Size Dia 20” Height 14: S S Body of 16 gauge S.S bottom of 14 gauge bottom S.S lid of 16 gauge food graded of 304 grade hedge folded with 12mm rod, S.S. handle of 16 mm rod 304 argon arc welded with mirror polish. 151 S.S.Vessel with lid Size Dia 27” Height 12: S S Body of 16 gauge S.S bottom of 14 gauge bottom S.S lid of 16 gauge food graded of 304 grade hedge folded with 12mm rod, S.S. handle of 16 mm rod 304 argon arc welded with mirror polish. 152 S.S.Vessel with lid Size Dia 30” Height 12: S S Body of 16 gauge S.S bottom of 14 gauge bottom S.S lid of 16 gauge food graded of 304 grade hedge folded with 12mm rod, S.S. handle of 16 mm rod 304 argon arc welded with mirror polish. 153 S.S.Storage rack size 72” X 24” X 60 there in one of 16 gauge salem sheet 304 grade with vertical pipe 0f 40mm 16 gauge with adequate stiffness argon arc welded with mat polish etc., complete and as directed by the departmental officers 154 S.S.Storage rack size 60” X 24” X 60 there in one of 16 gauge salem sheet 304 grade with vertical pipe 0f 40mm 16 gauge with adequate stiffness argon arc welded with mat polish etc., complete and as directed by the departmental officers. 155 M.S. Steam pipe line with cladding main line of 1” 2.5mm thick schedule pipe sub line of ¾” of 2.5mm thick TATA make or equivalent pipe, flange, ‘L’ bow, Bolt and nut etc. S.S. Ball valve Agon arc welded smooth – finishing with asbestos rope insulation to avoid heat loss etc., and as directed by the departmental officers. 156 LPG pipe line 4”x2” manifold of TATA or equivalent make with forged fitting S.S. shenco ball value, cooper pipe, Hose with adaptor and regulator VANAZ or equivalent make wall clamping cost of material including labour charges etc., and as directed by the departmental officers. 157 S.S. waste food box trolley size 24”x24”32” S.S. top of 18 gauge 304 grade S.S. four sides cover and bottom of 20 gauge salem sheet 304 grade top 12” dia hole wih plastic bucket and 4 nos wheel argon arc welded with mat polish etc., and as directed by the departmental officers. 158 S.S. three sink unit 72x27x34, S.S. top of 16 gauge salem sheet 304 grade rear side splash of 200mm height, S.S. sink size 21x18x12 S.S. sink corner will be radius end, S.S. inner 40*3mm L - angle frame, S.S. standing pipe Of 40mm, S.S. cross support pipe of 25mm of 16 gauge 304 grade with 1 1/2 BSP Drain pipe and drain ball valve nylon levelling bush with mat polish etc., and as directed by the departmental officers. 159 S.S Food service trolley size 60x30x12 of 2mm thick salem sheet 304 grade S.S. handle with 4 Nos, wheel 2 Nos, swivel, 2 Nos.Fixed argon arc welded with mat finish etc., and as directed by the departmental officers. 160 S.S Exhaust hood size 72 x 36x18 gauge salem sheet 304 grade dust oil collection pipe etc., and as direced by the departmental officers. M.S Exhaust blower centrifugal type of impeller on direct motor of 5HP, Three phase, 1440 RPM of 3mm sheet arc welded with smooth finishing with painting etc., and as directed byu the departmental officers.G.IU. Duct for Exhaust system of 22 gauge sheet with flanges bolt and nut etc., with fising charges 20 feet support L Angle frame hood handing bolt and nut erection. 161 S.S. Exhaust hood oil filter with 16 gauge of outer section etc., and as directed by the departmental officers. 162 S.S. Drain canal grating Removable type grating size width 350mm, length 600mm S.S. flat in vertical position outer frame and internal with gap of 6 of 25*6mm thick of 304 grade, S.S. 6mm rod of 304 grade mounted on 32*6mm thick L-Angle 304 grade argon arc welded with mat polish etc.,and as directed by the departmental officers. departmental officers. 163 Eight persons dinning table size 92”x32”x30” S.S. Top of 20 gauge sheet 304 grade with inner 12mm plywood M.S., frame of 4”x2” rectangle tube of 14 gauge, M.S. Standing frame of 16 gauge, rotating arm of 2”*1” rectangle tube of gauge, S.S. Sent top of 20 gauge 13” Dia arc welded smooth finishing black color powder coated with nylon leveling bush argon arc welded with mat polish etc., and as directed by the departmental officers. 164 S.S. Bain Marie size 84”x26”x34”12” S.S. top of 16 gauge 304 grade SS side sheet and front sheet of 18 gauge 304 grade, S.S. inner tank of 18 gauge with water immersion heating, element 3KW with thermostat control, rotary witch L&T or equivalent make with indicator lamp, S.S> gastro norm container vessel of 150mm deep full size pan 3Nos, half size pan six S.S. Bottom shelf of 18 gauge with adequate stiffness 304 grade Argon arc welded with Mat polish etc., and as directed by the departmental officers. inner 12mm plywood M.S., frame of 4”x2” rectangle tube of 14 gauge, M.S. Standing frame of 16 gauge, rotating arm of 2”*1” rectangle tube of gauge, S.S. Sent top of 20 gauge 13” Dia arc welded smooth finishing black color powder coated with nylon leveling bush argon arc welded with mat polish etc., and as directed by the departmental officers. 165 Supplying & Fixing of G.N. Pans size 1/1 etc., complete and a directed by the dept. 166 Tea can of 15 litres capacity of approved make and qulaity made of Stainless Steel complying with IS specification etc., complete and as directed by departmental officers. 167 Floor doughing machine 10 Kgs capacity with stainless steel drum SS arm complete with guard. 168 Industrial Mixie of following capacity of approved make and quality complying with IS specifications etc., complete and as directed by the deparmtnetal officers. 169 Supplying and fixing stainless steel trough 304 grade in inner size 2.50mx0.45x0.45m depth with a border width of 50mm alround including folding the edges with a provision of stainless steel splash board of 600 mm height including cost of 4 Nos. of 15mm diameter brass chromium plated tap, 32mm diameter C.P. waste union, 32mm dametre P.V.C. waste pipe with C.P. waste coupling, waste pipe, etc including fixing the trough in the wall in position with a pair of C.I. brackets and givingnecessary water supply connection and painting the brackets with two coats of paint over a priming coat of anticorrosive paint including testing for leakage etc., complete complying with standard specifications, (the stainless steel trough and specials should be got approved by the Executive Engineer before use on works) complete as per directed by the departmental officers. 170 Steel Cot- 3.00x 66 made with 18 gauge 1 round CR tube for head rest and leg rest frame. The bed area is made up of 1.21 mm thick (18 gauge) CRCA Sheet which is profile folded at all the edges. 5 Nos of extra length wise stiffener made up of 1.21mm thick (18 gauge) CRCA Sheet is added beneath the bedarea for extra Strength and stability. Aesthetic side panels made up of 19 mm thick prelaminated wood particle board (ISI & ISO Certified ) for mattress holding is fixed on to the side of the beds. All metal surfaces are finished with 60 microns powder coating. The rate is inclusive of cost of material, manufacturing charges, transportation, loading, unloading and installation at site etc., complete complyingwith standard specificarion and as directed by the departmental officers. 171 Supply and fixing for steel frames powder coated perforated study chair made with 18 gauge 20mm round CR Tube for leg frame andoval CR tube for seat, back & arm frame with injection moulded steel seat & back are fixed to the frame.All metal surfaces are finished with 60 Microns powder coating. The frame is fixed with superior quality PVC Bush. The rate is inclusive of cost of material, manufacturing charges, transportation, loading, unloading and installation at site etc., complete complyingwith standard specificarion and as directed by the departmental officers. 172 Supply ofSteel table of size 29x19 made out 1 1/4 OD ERW Tube 20 G frames covered in the top with 20 mm thick navopen with mica finishing . The Drawer lenght 400mmx350mm with 150mm height made out of 187G CR Sheet. The box 400mm (lenght ) x 350mm width and 480mm height made out of 1OD ERW tube 20G. All Supported with Four vertical tubes and horizontal tube and rubber fet. All members are pretreated and powder coated The rate inclusive of all materials, labour charges for cutting, welding etc., loading, unloading and conveyance and Supplied at work sit etc., complete complyingwith standard specificarion and as directed by the departmental officers. 173 Supplying and erecting in position of 250 liters capacity Industrial Model Reverse Osmosis Water-cum-Purifier to deliver Potable Water with World Health Organisation (WHO) Standards with following accessories. (a) MS Skid - 1 No. (b) Media 11054 No. Vessel with 20 nb Multiport Valve (with Media Pubble and Fine Sand and Activated Carbon Filling) set(c) Feed Pump 0.50 HP – 1 No.(d) Vertical Pump 2-9, 2.00 HP / Single Phase – 1 No.(e) Membrane 40 x 40 filmtech (or) equilaents / Osmonic (USA) - 1 No. and Membrane Pressure Vessel 40 x 40 -1 No. & Pressure Gauge - 2 Nos.(f) Flow Meter - 1 No. 20” Filter with Housing - 1 No. Low Pressure Switch - 1 No., Level Switch - 1 No. & Necessary CPVC Pipes and Fittings.The system shall be provide with Two Panel Control System with necessary Stainless Valves and Fittings and Float Control etc.The rate should be inclusive of all civil works, wherever necessary to install the System in position and intact 174 Providing rain water recharging collection pit having a size of 900mm dia to a total height of 1950mm ie 300mm above ground level and 1650mm below ground level with necessary auger bore of 250mm dia to depth of 2000mm from bottom level of collection pit.The bore is provided with 160mm dia PVC pipe 6kg/cm2length of 2mt approved quality with slottedholes of 6mm dia and filled with 20mm HBG stone jelly and around the slotted pipe. The side of collection pit is provided with RCC well ring of inner size 900mm x 450mm x 50mm with 6mm reinforcement on both direction at 200mm centre using RCC 1:11/2:3 (one cement and half of m sand and three of 20mm HBG jelly). The top of collection pit finished with brick work 23 x 70mm with brick of size 9x41/2x3 in CM 1:5 (one cement and five m sand) plastering the brick masonry inner and outer to a depth of 600mm and top surface using CM 1:5 (one cement and five m sand) 12mm thick with 100mm thick base concrete in PCC 1:5:10 (one cement and five m sand and ten HBG jelly) over a sand cushion of 100mm thick and the top covered with RCC cover slab 50mm thick with perforated holes. 175 Paving the floor withTactile paver type of new tack BT yellow colourceramictilesof approved quality and colour of size 305 x 305 x 15mmin all floors over a base layer of cement mortar 1:3 (one cement and three M sand) 20mm thick and pointing with white cement using 0.30kg/m2including adding suitable colour pigments to suit the colour of tiles finishing perfectly and curing etc., including cost of tiles, all materials and incidential charges, transportation charges and labour charges for laying tiles etc., complete complying with standard specification andas directed by the departmental officers . (The tiles should be got approved by the departmental officers before use on works). 176 Brick Jelly Lime Concrete of 1:2:5 (One Lime,Two M Sand and Five Brick jelly ) with 20 mm hand broken brick jelly for Sunken portionsincluding dewatering wherever necessary and laid in layers of not more than 15cm thick, well rammed, consolidated and curing etc. complete complying with standard specification. 177 Paving the floor with fully polished Rajasthan Kotta stone ofsize 610mm X 610mm and 20mm thick (average) and base layer of cement mortar 1:3 (One cement and three M sand), 20mm thick and applying cement slurry & pointed with white cement and colour pigments to the colour of stones and polished neatly etc., complete complying with standard specification and as directed by the Departmental officers. (The Kotta stone slab should be got approved by the Executive Engineer before use on works)
Contract Date: Jan 29, 2025 Contract Value : ₹ 12.93 Crore
Local Bodies No of Bidders 3
Tamil Nadu View Result →
Andhra Pradesh View Result →
10.
Petroleum and Natural Gas #6734566 AOC
Upso-I /Vns/Pt/Expression Of Interest/Packed Lpg/24-25 Expression Of Interest (Expression Of Interest) For Transportation Of Indane Lpg Cylinders In Vertical Position On Unit Rate Basis Ex- Varanasi Lpg Bottling Plant
Contract Date: Jan 29, 2025 Contract Value : ₹ 22.85 Crore
Boards / Undertakings / PSU No of Bidders 13
Uttar Pradesh View Result →
11.
Petroleum and Natural Gas #6707316 AOC
Nagpur Packed Transport Transportation Of Indane Lpg Cylinders In Vertical Position On Unit Rate Basis Ex- Nagpur Bottling Plant.
Contract Date: Jan 25, 2025 Contract Value : ₹ 1
Boards / Undertakings / PSU No of Bidders 9
Maharashtra View Result →
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