Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Strengthening of road by Concreteing & construction of CD work. |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. ( Rates excluding GST ) |
| 3 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. ( Rates excluding GST ) |
| 4 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. ( Rates excluding GST ) |
| 5 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) ( Rates excluding GST ) |
| 6 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material ( Rates excluding GST ) |
| 7 | 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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 8 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. |
| 9 | Construction of dry lean cement concrete Sub- base over a prepare sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarseaggregate not exceeding 25 mm, , 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 7days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting withvibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete. |
| 10 | Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. |
| 11 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamondstudded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. |
| 12 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) |
| 13 | Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs withproper alignment by using properly designed assembly of Bulkheadslubricating half length with bituminous paint as directed etc. complete. |
| 14 | Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and wherever directed including handling, straightening wrappingwith paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs ith proper alignment etc. complete. |
| 15 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). ( Rates excluding GST ) |
| 16 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. ( Rates excluding GST ) |
| 17 | Providing, laying and fixing P.V.C. pipe of 110 mm. dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. ( Rates excluding GST ) |
| 18 | Providing and fixing bitumen sheet to pavment concrete at contraction joint etc. Complete |
| 19 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means ( Excluding GST ) |
| 20 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means ( Excluding GST ) |
| 21 | Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLC enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc )( Excluding GST ) |
| 22 | Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)( Excluding GST ) |
| 23 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspec- tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.300 mm dia NP2 Class |
| 24 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspec- tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988150mm RCC pipe |
| 25 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900 mm diameter in proper line, level and slope etc. complete.( Excluding GST ) |
| 26 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600 mm diameter in proper line, level and slope etc. complete.( Excluding GST ) |
| 27 | Strengthening of road by Asphalting |
| 28 | Picking the road surface including sectioning etc. complete (BT surface.) |
| 29 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material ( Rates excluding GST ) |
| 30 | 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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 31 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. |
| 32 | DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50% by weight of total mix and filler,transported at site with VTS, laid over a previously prepared surface,finished to the required grade, level, alignment, and rolling to achieve the desired density for 76/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller systemandPLCforDrumMixplant,Sensorpaver,andVibratoryrollerexcludingprime/Tackcoatetc.complete--BitumenVG-30gradewithstone dust filler (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 33 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10sqm(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 34 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading1, premixed with bituminous binder @ 5.40% by weight of total mixand filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment,and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant withSCADA,SensorpaverandVibratoryrollerexcludingprime/Tackcoatetc.complete--Bitumenofspecifiedgradewithstonedustfiller. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 35 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @250gm/sqm. Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35: 2015. Initial Dry reflectivity RL shall be>250mcd/sqm/lux measured in the initial 7days and sustained reflectivity RL of 100 mcd/sqm/luxandQdof100mcd/sqm/luxmeasuredattheendof2yearsbymeansofaStandardReflectometerofZehntner,Easylux,DeltamakecapableofmeasuringRL&QDbothaccordingtoIRC35:2015clause15.5.Thefinishedsurfacetobelevel,uniform,andfreefromstreaksandholescompleteasper directionofEngineer-in-chargeandinaccordancewithapplicablespecifications.(ReferMORTHClause803fortechnicalSpecificationand Performancefor IRC 35:2015). |
| 36 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) ( Rates excluding GST ) |
| 37 | Excavation for roadway in earth,soil of all sorts, sand, gravel or soft murum including dressing section to the required grade,camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankmentorstackingasdirected. |
| 38 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm.to 30cm. breaking clods, dressing to the required lines, curves, grade sand section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. |
| 39 | Providing, laying and fixing P.V.C. pipe of 110 mm. dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. ( Rates excluding GST ) |
| 40 | Construction of Cable duc .and allied works |
| 41 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. ( Rates excluding GST ) |
| 42 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. ( Rates excluding GST ) |
| 43 | Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLC enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc ) ( Rates excluding GST ) |
| 44 | Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) ( Rates excluding GST ) |
| 45 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. ( Rates excluding GST ) |
| 46 | Providing, erecting pre-cast elements such as cover slabs for drains, grills, kerbs, kerb stone, dividers, manholes, frames, manholes covers, gutters, fence posts grills, rails lintels, sills, bed blocks, steps or any other member or element as per drawings & specifications using RCC grade M-20 including shuttering as may be required, compacting by plate vibrator, curing and finishing the element where required with 1:3 cement mortar, transporting to site and erecting in position grouting with cement mortar 1:3 as may be required and curing etc. all labour and material complete. (Including cost of Steel reinforcement) ( Rates excluding GST ) |
| 47 | Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. ( Rates excluding GST ) |
| 48 | Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. One Number : As directed by Engineer-in-charge Providing & fixing Nomoclature Gate on entrance of Industrial Area having span of 12 mt with emblaze column made out of100 H dia. M.S. pipe X 7.40Mt. in height properly braced with 50 and 40 mm dia H M.S pipe having foundation and base plate 25 mm thick. This tubular frame for informatory board shall be made out of 80 mm dia. heavy duty M.S piep and braced by 50 mm dia heavy duty M.S. pipe and including duly painted with two coats of red oxide zinc crome paint and two coats of super synthetic enamel paint and shall be cladding with3 mm thick GP sheet panels of size 1m width x 7.40 m height to four sides of emblaze column. The GP sheet having tensile strength 80 Mpa, compressive strength 160 Mpa and treated for adhesive bonding with green / blue color retro reflective sheeting of high intensity grade having pressure sensitive/heat activated adhesive white retro reflective cut out, boarder with the messages having pressure sensitive screen sensitive of green/blue transperent colour over white retroreflective sheeting having boarder and messages, white background finish surface at back side with pigmented french grey color. The panel's joints shall be finished with especially for molded jointing compound and seamless finish. The fixing the emblaze column in M-25 concrete as per drawing. The panels shall be crowned with logo, slogans and letters as approved by engineer in charge. The MIDC logo especially molded in High density fiber material fixed with the nut & bolts on fascia signage back and front side and back it illuminated. |
| 49 | Foundation & connecting bolts and nuts & washers |
| 50 | Providing Nomoclature plate of Industrial Arae shall be made out of 3 mm G.P. sheet ( Non Metalic Material ) in square or rectangukar shape of any size made out of 3mm thick GP Sheet (Non Metalic Material) highly resistance to moisture and having tensile strength 80 Mpa. Compressive strength 100 Mpa and treated for adhesive bonded with green retro reflective sheeting of high intensity grade having pressure sensitive heat activated adhesive white reflective cut out border with the message having pressure sensitive screen printing of green transperent current over while retro reflective sheeting having border and message in while back ground having a finish surface at back side with pigment french gray colour including M.S. angle of size 35X35X3 mm etc. complete. |
| 51 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means |
| 52 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 53 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 54 | Providing & fixing MIDC layout Board in mono pipe type structure in Industrial area made out of 3 mm thick G.P.sheet highly resistance to moisture and having tensile strength 80 Mpa , compressive strength 160 Mpa ...etc complete |
| 55 | Providing & fixing MIDC Board ( Both Side) in mono pipe type structure in Industrial area made out of 3 mm thick G.P.sheet highly resistance to moisture and having tensile strength 80 Mpa , compressive strength 160 Mpa ....etc complete. |
| 56 | Providing and fixing navigation system for plot nos and direction in industrial area manufactured in mono pipe of 100 mm dia x 400 thik having 3 mm GP sheet high resistance to moisture and having tensile strength 80 Mpa and compressive strength 160 Mpa and treated for adhesive bonded with green retro- reflective sheeting of high intensity grade having pressure sensitive heat activated adhesive screen printing of green transparent colour over white retro- reflective sheeting having border and message and white back ground having finish surface at backside with pigmented French grey colour and erected on mono tubular structure made of 100 mm x 4 mm thik RW ms pipe heavy duty 3.0 m long having bracing on ms pipe 40 mm x3 mm thick, informatory board of size 1.20 x 0.90 having ms angle frame 40 x40x5 mm, support 25x25x4 mm ms angle having foundation plate 12 mm thick. The column and bracing shall be duly good Quality. treated with a conversion coating of iron or iron phosphate and fixing the mono column in M-15 concrete as per drawing with nuts and bolts and GI fixture etc. |
| 57 | P/E/C street lights along the road in Pusad Industrial Area |
| 58 | Providing & erecting 8 m high (clear height) galvanised octagonal pole with foundation bolts having bottom of 135 mm A/F, top 70 mm A/F on provided foundation as per specification no. OH-PL/OPL |
| 59 | Providing and erecting galvanised 1000mm single arm sword type bracket with FRP dome and ball as per specification no. OHPL/PBKT |
| 60 | Supplying and erecting integrated LED street light fitting 85-90W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 9300 Lumens, min. efficacy of 110 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.95, operating range of 140-270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs at L70B50 including driver complete with minimum 2 Years warranty as per specification No. FG-ODF/SL. |
| 61 | Supplying and erecting PVC insulated PVC round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV |
| 62 | Supplying and laying (including excavation of suitable width & depth up to 90 cm) 75 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete |
| 63 | Supplying and erecting PVC armored cable 1100 V grade with ISI mark stranded / solid aluminum with continues 12 SWG GI earth wire complete erected on wall with saddles and spaces, erected on pole with clamps or in provided trench in an approved manner.g) 4 core x 10 sq.mm |
| 64 | Supplying, erecting & terminating XPLE armoured cable 4 core 16 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall / trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL |
| 65 | Supplying & erecting crimping type aluminium lugs for cable up to 16 sq. mm. complete as per specification no. CB-CL/AL |
| 66 | Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EAEP |
| 67 | Making cement concrete foundation in 1:3:6 cement concrete, (20 to 25) mm. stone metal duly plastered with necessary curing for complete. (pole muffing or any other purpose). |
| 68 | Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 6m to 8m high octagonal /conical GI pole). |
| 69 | Supplying & erecting three phase, 415V, street light control panel up to the max load of 6kW, TPN MCB 40A, powder coated CRCA 14 SWG sheet, outdoor type, having IP54,IK10 protection, suitable rating contactor, 24 hrs astronomical time switch with minimum 5 years battery back up, auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc. for automatic operation, with overcurrent, short circuit, earth fault protection on provided iron frame / CC foundation. |
| 70 | Supplying & erecting three phase, 415V, street light control panel upto the max load of 12kW, TPN MCB 63A, powder coated CRCA 14 SWG sheet, outdoor type, having IP54, IK10 protection suitable rating contactor, 24 hrs. astronomical time switch with minimum 5 years battery back up, auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc. for automatic operation with overcurrent, short circuit, earth fault protection on provided iron frame / CC foundation as per specification SW-STCP. |
| 71 | Painting identification number by indelible ink marker / enamel paint on fittings / equipment with the help of ladders if necessary by dismantling and refitting the enclosures, tubes etc if required the same and refitting complete. |
| 72 | Rebate for scrap value of exsisting installation of street lights to be dismantled & retained by the contractor viz pole , cable, fitting , wire , frpbox etc complete |
| 73 | P/E/C High-Mast at Prominent Locations in Pusad Industrial Area |
| 74 | Supplying and erecting 12.5 m (clear height) motorized high-mast (Top -150mm, Bottom- 360mm) hot dipped galvanized material with average minimum thickness 65 micron, made from high tensile structure grade steel as per BSEN - 10025 S 355/E350 & 3mm thickness, with base plate 25 mm thick x OD 520 mm grade as per IS-2062, pole made in single section & submerge arc welded, with lowering & raising motorized unit, wire rope stainless steel 316 grade 2 nos., 7x19 construction 5mm, SG-DG U clamps, double drum with assembly 250 kg, 5x2.5 Sq.mm.flexible copper cable with lantern carriage assembly suitable for max. 12 nos. luminaries and its control gear box, lightning arrestor, arrangement for fixing aviation light, night glow reflector on pole at suitable height, high-mast with serial number, factory inspection report/test report of high-mast should be provided as per specifications on provided foundation J type stud/bolts with double check nuts & necessary accessories complete. specification no. OH PL/HM |
| 75 | Supplying and erecting outdoor stand mounted feeder pillar for high-mast of the same manufacturer with 32A TPN MCB incomer, 24hr stronomical time switch with minimum 5 years battery backup, 25 A TP contactor for automatic switching of luminaries, 2 no. 9A contactors and raise/lower push button, and provision for termination of adequate size of incoming and outgoing cables complete erected in min. 14 SWG CRCA sheet box with supporting angles, self lock, gasket and slanting top erected on CC foundation complete. |
| 76 | Making M-20 cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 2m depth including excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 16m raising lowering high mast). |
| 77 | Supplying and erecting integrated LED street light fitting 120W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 13000 Lumens, min. efficacy of 110 lumen/W, CRI>70, CCT upto 6500K,THD<10%, p.f. >0.95, operating range of 140-270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs at L70B50 including driver complete with minium 2 Years warranty as per specification No. FG-ODF/SL. |
| 78 | Supplying and erecting PVC insulated PVC round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV |
| 79 | Supplying, erecting & terminating XPLE armoured cable 4 core 16 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall / trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL |
| 80 | Supplying and laying (including excavation of suitable width & depth up to 90 cm) 90 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, complete. |
| 81 | Supplying & erecting single compression type brass cable glands for 3 to 4 core 16 sq mm /3 to 4 core 25 sq mm /3 core 35 sq mm cable as perspecification No. CB-GL |
| 82 | Supplying & erecting crimping type aluminium lugs for cable upto 16 sq mm complete as per specification No. CB-CL/AL |
| 83 | Supplying, installing and testing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.I. Rod complete with all accessories of GI materials & recording the results as per specification no. EA-EP |
| 84 | Supplying & erecting 100 kVA Transformer with UG Cable Work at WTP and Jackwell in Pusad Industrial Area |
| 85 | Supplying & erecting inline D. P. Structure for 100 kVA Transformer with R.S.J. Pole 2 Nos. of size 100 x 116 mm x 11 Mtr. Long with suitable Distribution Box of C.R.C.A. Sheet 16 SWG (size 4 SqMtr.) with 4 Pole MCCB 100 Amps as incomer & 6 Nos. 100 Amps Kitkat for outing circuits. Transformer D.P. Structure includes the A. B. Switch 200 Amps, D.O. fuse Set & L.A. Set. 2 Nos.Top channel of size 100 mmx 50 mm for erection of A.B. Switch & 2 Nos. Base channel of size 100 mm x 50 x mm for erecting Transformer. Channel of size 75 x40 mm for erecting D.O. Fuse Set, L.A., A.B. Switch handle etc.Angle of size 50 x 50 x6 mm for erecting Distribution Box , Transformer Belt etc.as per drawing(App. 124 Kg. iron work ) with neccessary clamps, Nut-bolts. Vee cross arm, top clip, insulators etc. complete with caution board & barbed wire.D.P. Structure shall be erected in provided c.c. foundation |
| 86 | Supplying, installing, testing & commissioning 3 phase, 11/0.433 kV, 50 Hz., 100 kVA, oil immersed and naturally cooled outdoor type, Alluminium wound transformer, delta/star connected with additional neutral brought out on load side, temperature rise should not exceed 40oC by thermometer in oil and 45oC by the resistance in winding at full load rating, with HV tapping (with off load tap changer) off load +5 to -10 in steps of 2.5%, with standard accessories complete with test certificate with losses below 780 Watts at 50% load, 2300 Watts at 100% load as per IS:1180 - 2014 energy efficiency level II, with necessary permissions of Electrical Inspector, as per specification no SS- TR.ull load as per IS:1180 2014 Level II) |
| 87 | Excavating Soft murum/Soft soil road by chiselling for preparing pit for poles stay or earth plates or for laying cables, pipes & clearing the site by removing debris & making the site good complete. |
| 88 | Making cement concrete foundation in 1:3:6 cement concrete, (20 to 25) mm. stone metal duly plastered with necessary curing for complete. (pole muffing or any other purpose). |
| 89 | Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EAEP |
| 90 | Supplying, erecting & terminating XLPE armoured cable 3½ core 120 sq. mm. aluminium conductor with continuous 12.97 sq. mm. (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as perspecification no. CB-LT/AL[From D.B. to L.T. line on pole - 1 No x 2 side x 10 mtr = 20 Mtr ] |
| 91 | Supplying, erecting & terminating XLPE armoured cable 1100 V. 3½ core 70 sq. mm. aluminium conductor with continuous 12.97 sq. mm. (8 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL [From Transformer to D.B. - 1 No x 8 mtr ] |
| 92 | Supplying and erecting G.I. stay set for poles, including loop insulators at inaccessible height complete with anchor plate 300 x 300 x 6 mm., straining screws, G.I. stay wire 7/8 SWG, G.l. stay rod 20 mm x 1.8 m length and pole clamps duly erected in provided cement concrete foundation. |
| 93 | Providing Erecting & commissioning DTC Metering With Box single Core LT XLPE Cable as required for 100 KVA DP |
| 94 | Supplying, erecting, testing and commissioning of diesel generating set with alternator of 100 kVA at WTP and Jackwell in Pusad Industrial Area |
| 95 | Supplying, erecting, testing and commissioning of diesel generating set with alternator of 100 kVA output continuous rating, 3 phase, 415 V, 50 Hz, 0.8 p.f., A.C. supply, a totally enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitable BHP at 1500 rpm with 10% overload for 1 hour in 12 hours, along with standard accessories, self-excited, self-regulated, screen protected alternator with static excitation system running at 1500 RPM as per IS 4722-2001 with voltage regulation +/- 5 %, with performance class G2/G3 and maximum fuel consumption 17.4 ltr/hr @75% loading. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti-vibrating pads, with standard control panel comprising meters, switchgears, indicators connected with suitable wires/cables, the complete set enclosed in composite acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA sheet, sound absorbing material to restrict sound level up to 75 dB at 1.0 m, provided with first filling of oil, diesel not less than 230 ltr etc., on provided M20 grade CC foundation as per specification no. GEN-DG |
| 96 | Supplying, erecting, testing and commissioning of microprocessor based AMF panel suitable for diesel generating set of above 82.5 kVA upto 100 kVA capacity 3 phase, 415 V, 50 Hz, A.C. supply with all standard features, safeties etc as per specification no. GEN-AMF. |
| 97 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable, 1100 V 3½ core 150 sq. mm. aluminium conductor complete erected with glands & lugs on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL |
| 98 | Supplyingandlaying(includingexcavationofsuitablewidth&depthupto90cm) 160mmoutside dia, doublewallcorrugated pipes(DWC)of HDPE for enclosing cable below ground/road surface, complete. |
| 99 | Supplying, installing and testing earthing with galvanised iron earth plate size 60 x 60 x 0.6 cm complete with all accessories of GI materials & recording the results as per specification No. EA-EP |
| 100 | Making cement concrete foundation in 1:3:6 cement concrete, (20 to 25) mm. stone metal duly plastered with necessary curing for complete. (pole muffing or any other purpose). |
| 101 | Supplying, erecting, testing and commissioning of V. T. Pump Set, L. T. Panel board & allied material for Pusad Ind. Area at Pure Water Pumphouse @ WTP. |
| 102 | Providing, erecting, commissioning and testing of Vertical Turbine water lubricated Pump capable of discharge 125 M3/Hr of water at duty point head of 33 meter with head range between 31.5 mtr. to 34.5 mtr. with 4 mtrs. long 150 mm x 30 mm size Flanged Column Assembly including BA & Strainer in 1.5 mtr. Section, including CF8M Impeller & Neck Ring, SS410 Shafts, Bowl Assembly, CI/MS Discharge Head, SS Strainer & SS Fasteners etc. complete. |
| 103 | Providing, erecting, commissioning & testing of 18.5 KW / 25 HP, 4 Pole, Vertical Hollow Shaft induction motor, TEFC, Efficiency Class : IE 3, Class \\"F\\" insulation, IP 55 protection (IS:4691) suitable to operate on 3 phase 440 volts 50 Hz, A.C. supply with 3 Nos. PTC Thermistors etc. complete & confirming to IS:12615. |
| 104 | L. T. Control Panel board, fabricated from 14 G sheet steel, totally dust & vermin proof, powder coated, suitable for 2 Nos. ( 1 No. Working & 1 Nos. Stand by) 25 HP Pumpset consisting of : Incoming Feeder : 1 No. 200 Amp. (Release Range 125 - 160 Amp.) 35 KA, 4 Pole, Moulded case circuit breaker with under voltage release & Earth fault / Earth Leakage Relay with CBCT 3 Nos. 160 Amp. HRC fuse link with fuse base. 01 No. Digital Voltmeter 3 Phase, 96 mm X 96 mm, Square 01 No Digital Ammeter 3 Phase, 96 mm X 96 mm, Square with CT'S 1 Set Phase indicating lamps 1 Set Control fuses/MCB 1 No. Digital Power factor Meter 3 Phase , 3 Element 1 No. Phase Sequence Meter with operating Push Button 1 Set 200 Amp. Copper Busbars Outgoing Feeder : 2 Nos. For 25 HP Pumpset, each consisting of 1 No. 100 Amps. (Release Range 63 - 80 Amp.) 35 KA 3 pole, Moulded case circuit breaker 3 Nos. 63 A.HRC base with fuse link. 1 No. 25 HP Fully automatic Star Delta Starter with 32 Amp. Power Contactor, Overload Relay, Star Delta Timer, Motor Protection Relay, Digital Ammeter with CT’s & Selector Switch etc complete.01 NO. FEEDER FOR AUTOMATIC POWER FACTOR CONTROL PANEL CONSISTS OF : 1 No Incomer 100 Amps. (Release Range 63 - 80 Amp.) 35 KA 3 pole, Moulded case circuit breaker 3 Nos. 63 Amps HRC base with fuse link. 01 No. Digital Multifunction Meter VAF + PF meter with CT's indicating lamps, 1 No. Microprocessor based power factor controller 5 Nos MCB, 5 Nos Contactors, 5 Set ON/OFF Push buttons, 5 Nos Capacitor ON indication lamp, 2 No Control Contactors, 1 No. Auto/Manual Selector Switch 25 KVAR Capacitor in banks. 1 No. For lighting feeder, consisting of 32 A Switch disconnector fuse unit with HRC fuses. 1 No. For Spare feeder, consisting of 63 A Switch disconnector fuse unit with HRC fuses |
| 105 | 150 mm dia. Glycerin filled Pressure Gauge with Syphon Tube, Syphon Cock etc. Complete. |
| 106 | Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all material |
| 107 | Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose |
| 108 | Supplying, erecting & terminating XLPE armoured cable 3½ core 50 sq. mm. Aluminium conductor with continuous 7.794 sq. mm. (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL |
| 109 | Supplying, erecting & terminating XLPE armoured cable 2 Run, 3 core, 16 sq. mm. Aluminium conductor with continuous 7.794 sq. mm. (10 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL |
| 110 | Making cement concrete foundation in 1:3:6 cement concrete, (20 to 25) mm. stone metal duly plastered with necessary curing for complete. |
| 111 | Providing, fixing in position and jointing 150 mm diameter, C.I.D.F. Glandless Sluice valves, Class-I type, both end flanged with Spur/Worm Gear arrangement, PN-1.0 (Suitable for working pressure of 10 kg/cm2 cconfirming to IS:14846-2000 |
| 112 | Providing, fixing in position and jointing 550 mm diameter, C.I.D.F. flanged Reflux Valves, without bypass arrangements, PN-1.0 (Suitable for working pressure of 10 kg/cm2 confirming to IS: 5312. |
| 113 | Providing, fixing in position and jointing 150 mm dia., M.S./C.I. flanged Dismantling Joint, PN-1.0. |
| 114 | Providing, transporting, cutting, fabricating, welding, hoisting and erecting in position welded or bolted structural steel work with tubular sections using ERW tubes of various diameters erecting using devices like derricks, cranes or any other suitable guys etc. and final bolting, welding, testing as may be required including two coats of red oxide zinc crome paint and two coats of synthetic super enamel paint of approved colour & shade all material & labour complete. |
| 115 | Providing 150 mm dia - 15 mm thick, M.S. Slipon Flanges at departmental store or work site, finished smoothly on one side including drilling of holes as per B.S. Table or IS: 1537-1976 including cost of MS plates. |
| 116 | Jointing of 150 mm dia., M. S. Flanged pipes or specials of any thickness including all jointing materials such as nuts, bolts, rubber gasket, zinc packing, labour required and satisfactory hydraulic testing etc. complete. |
| 117 | 3 Ton capacity, triple spur gear Chain Pulley Block with 6 Mtrs. lift. |
| 118 | 3 Ton capacity geared Travelling Trolley with 6 Mtrs. lift. |
| 119 | Rebate for old Pump Motor Panel Valves, Cables etc. Complete |
| 120 | Testing |
| 121 | Royalty Please Enable Macros to View BoQ information |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
| 5 | Click here to download tender document | Tender Documents |
| 6 | Click here to download tender document | Tender Documents |
| 7 | Click here to download tender document | Tender Documents |
| 8 | Click here to download tender document | Tender Documents |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
