Military Engineer Services-MES has published Provision Of External Work Services For Full Mission Simulator At Af Stn Gwalior. Submission Date for this Tender is 09-03-2022. Civil Work Tenders in gwalior Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 05-Feb-2022 | Date Corrigendum | Date | 21-02-2022 |
| 2 | 12-Feb-2022 | Date Corrigendum-3 | Date | 23-02-2022 |
| 3 | 12-Feb-2022 | BOQ AND OTHER AMENDMENTS | BOQ | 23-02-2022 |
| 4 | 14-Feb-2022 | Date Corrigendum-4 | Date | 28-02-2022 |
| 5 | 18-Feb-2022 | BOQ REVISION AND OTHER AMENDMENTS | BOQ | 28-02-2022 |
| 6 | 19-Feb-2022 | Date Corrigendum-6 | Date | 02-03-2022 |
| 7 | 02-Mar-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 09-03-2022 |
| Sl. No. | Item Description |
| 1 | Excavation over areas not exceeding 1.5 m deep and getting out in soft/loose soil etc complete all as specified and as directed. |
| 2 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre deep and not exceeding 1.5 mtr in width and getting out soil including forming bottom surface to required slope/gradient forlaying cables/pipes, foundations, laying of cableetc.complete all as specified and directed by Engineer-in-Charge. |
| 3 | Removal of surplus excavated spoil not exceeding 50 Mtr distance and depositing where directed by Engineer-in-Charge at a level not exceeding 1.5 m above the starting point complete all as specified and as directed. |
| 4 | Returning, filling in including spreading, levelling, watering and well ramming in layers ofnot exceeding 25 cm thickafter the cables & pipes etc. are laid, jointed & testedand foundations complete all as specified and directed by Engineer-in-Charge. |
| 5 | Rolling and consolidating formation surfaces in cutting/filling with 8 to 12 tonne power road rollerincludingfillingin soft spots, depressions etc., which occurduringrollingto required camber and gradient etc. including watering before andduring rolling complete all as specified and directed. |
| 6 | M&L for 200 mm (compacted thickness) Granular sub-base course (GSB), (laid in twolayers each of100 mm thickness )(compacted) using broken graded stone aggeregate 40 mm to 60 mm size ,over compacted sub grade withspreading, levelling and rolling with 8 to 12 tonne power road roller and consolidating to required gradient and camber, complete all as specified and directed. |
| 7 | M&L for providing150 mm thick (compacted thickness) Wet Mix Macadam (WMM) using crushed stone coarse aggregate of approved grading , laid in twolayers each of 75 mm thickness (compacted) with paver, each layer spread rolled and consolidated to gradient and camber required including necessary lateral support & form worketccomplete all as specified and directed. |
| 8 | M&L for preparation of un-surfaced Wet Mix Macadam (WMM) by brushing with wire brush or removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a tack coat with bituminous primer (paving bitumen) VG-10 @ 10 Kg per 10 Sqm using mechanical sprayer etc complete all as specified and directed. |
| 9 | M&L for preparation of existing black top surfaces by brushing with wire brush for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a tack coat with bituminous primer (paving bitumen) VG-10 @5 Kg per 10 Sqm using mechanical sprayer etc complete all as specified and directed. |
| 10 | M&L forproviding 30 mm consolidated thickness bituminous premixed asphaltic semidense concrete with marshal stability 1050 Kg using binder paving bitumen (VG-30) contents @ 5.5% by weight of total mix, mixed in automatic hot mix plantwith design mix & laid in single layer using self propelled mechanical paverrolled & compacted with power road roller 8 to 12 tonnecapacity and consolidated to required gradient and camber etc complete all as specified and directed. Note:-(i) In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same. However, in case bitumen requirement is less than 5.5% utilised same shall be regularized as per actual mix design with minus adjustment of less bitumen @ Rs 50 per Kg.(ii) Please note that SDAC to be laid immediately after laying of BM. In case the SDAC could not be laid within 48 hours of laying of BM, primer coat @ 3Kg / 10Sqm to applied over freshly prepared bituminous surface and nothing extra shall be paid by the Govt. on this account. No claim what so ever shall be entertained by Govt on this account.(iii) Contractor shallprovide bitumen extraction apparatus alongwith benzene and other requiste material at site to determine the bitumen content without any extra cost for item No. 07 of BOQ design mix semi dense asphaltic concrete. |
| 11 | M&Lfor Pre-cast cement concrete solid building blocks, rubber moulded (factory made) in required shape using 1:2:4, type B-1 (using 20mm graded crushed stone aggregate)with 10 cm thickand setting in mortar1:4 as in kerb stone completeall as specified and directed. |
| 12 | M&L for plain cement concrete 1:4:8 type D-2(using 40 mm gradedcrushed stone aggregate) as in sub base of flooring, foundations, filling & mass concrete etc complete all as specified and directed. |
| 13 | M&L for preparing of black top road surface removing dust, dirt grease and other foregin matters etc. to receive the markingand applying one coat of retro reflective thermoplastic road marking paint (white or yellow shade ) not less than 2.5 mm thick (average) in lines, arrow dashes & letters exceeding 10cm in width applied hot using application unit and retroreftective glass beads, @ 250 to 300 gm/sqm to withstand vehiclular traffic load, material shall be conforming to BS-3262( Part- I) 1989 read in conjuction with the MOST( Ministry of Surface Transport) specification ,8034 Vo-III as laid down in the specification for road and bright work third revision etccomplete all as specified and directed.Note - MOST specification 8034 shall be followed strictly for execution of work&suitable machine shall beused for the marking as approved by the GE. Shape & size/ patterns ofmarking shall be as approved by the GE before execution of work. |
| 14 | S&F in repair CATs EYE (Raised Pavement marker Series 290) made of ploycarbonate moulded body with electronically welded micro prismatic lense on both side for maximum retro reflection in wet and dry conditions and to be fixed with BT-69 complete all specified and as directed. |
| 15 | S&F delinator made out of 38mm x 38mm x 2.90mm thick mild steel square pipe length 1200 mm with two coats of synthetic enamel paint over a coat of red oxide primer with and including three strip of HIP retro reflective type-IX sheet of size 150mm in height all around square pipe with different colour with and including necessary excavation and earth work in any type of soil for fixing and embeding the delinator on ground with hold fast and PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) , size 200mm x 200mm x 300mm for proper grouting completeall as specified and directed. |
| 16 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm and exceeding 50mm & not exceeding 200mm deep completeall as specified and directed. |
| 17 | M&L for premix bituminous, macadam using binder paving bitumen (VG-30) @ 4.5% by weight of total mix, mixed in automatic hot mix plantwith design mix and laid by using self propelled mechanical paver, consolidated thickness 75mm or less laid/rolled and compacted to required gradient and camber using 8 to 12 tonne power road roller to achieve uniform smooth surface etc complete all as specified & directed. Note:-In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same. However, in case bitumen requirement is less than 4.5% same shall be regularized as per actual mix design with minus adjustment of less bitumen @ Rs.50.00 per Kg. |
| 18 | Surface excavation notexceeding 30cm deep and averaging 15 cm deep and getting outin soft/ loose soilfor road work/foot pathetc complete all as specified and directed. |
| 19 | M&Lfor 80 mm thick pressed approved factory made machine pressedprecast concrete coloured interlocking paver block of any size & shape conforming to IS:15658-2006 of compressive strength not less than 400 Kg/sq.cm (M-40) including laying over & including50 mm thick sand cushion(filling) and joints filled with sand etc complete all as specified and directed.NOTE :Manufacturer’s test certificate of Interlocking paver block shall be produced on each/every lots before making payment. |
| 20 | M&L for Brickwork using fly ash old size bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6 etc complete all as specified & directed. |
| 21 | M&L for 450 mm dia bore, reinforced concrete hume pipes, class NP-3,laid and jointed in cement mortar 1:1with collars and tested complete all as specified & directed. |
| 22 | M&L for 300 mm dia bore, reinforced concrete hume pipes, class NP-3,laid and jointed in cement mortar 1:1with collars and tested complete all as specified & directed. |
| 23 | M&L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brickwork or concrete surfaces, finished fair & even completeall as specified and directed. |
| 24 | M&L for applying two coats of cement base paint over a coat of primer on newly plastered surface of walls including preparation of surface complete all as specified and as directed. |
| 25 | M&L for rendering 15 mm thick in cement mortar (1:6) on other than fair faces of brick masonry wall / concrete surface finished fair and even etc. complete all as specified and directed. |
| 26 | M&L for 150 mm dia Salt-glazed stoneware (SGSW) as in drain pipes laid in trenches and jointed complete all as specified and as directed. |
| 27 | M&L for PCC (1:3:6) type C-2 (using 40mm gradedcrushed stone aggregate) as inbed to drain pipes including packing under, and hunching against the sides of pipes after they are laid and tested for 150mm bore SGSW pipe complete all as specified and as directed. |
| 28 | M&L for plain cement concrete (1:2:4) type B-1 ( using 20 mm graded crushed stone aggregate ) as in coving on chajja, balcony or in roof Kerbs, benching,coping, bed plates for fixing hold fast ,haunching in man hole, flooring/hard standing etc.rounded or chamfered on edges and similar work including necessary formwork complete all as specified and directed. |
| 29 | M&L for providing pre-cast cement concreteM-25(design Mix) (using 20mm gradedcrushedstoneaggregate) as in shelves,cover slab for manhole/drain , RCC platform, set in cement mortar 1:6 etc for cable ductand base for antena or similar work etc and marking MES marking etc. complete all as specified and directed. (Note : Reinforcement shall be measured and paid seperately under respective items of BOQ) |
| 30 | M&L for mild steel TMT bars 10mm dia and over grade Fe-500, cut to length, bent to shape required, including cranking bending spirally for hooping for column,, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete etc all as specified and directed. |
| 31 | M&L for Construction ofSeptic Tank for 25 users including necessary earth work in excavation in any type of soil ,plain cement concrete 1:2:4 type B-2 ( using 40 mm graded crushed stone aggregate ) as in foundation , brickworkwith using sub class "A" class brickscement mortar 1:4 , ,reinforced cement concrete M-25 ( design mix)as inslab cover includingpre-cast man hole cover slabhaving 8 mm dia TMTbar reinforcement @ 75 mm c/c& 6 mm thick mild steel plate embedded all around of cover slab, 15 mm thick plaster in cement sand mortar in 1:4 on wall, vent shaft, sludge chamber , form work to sides and soffits, 150 mm dia SGSW inlet & out let pipes up to 3 m from outer face of wall, CI vent pipe, sludge chamber, RCC baffle wall, returning filling & removal etc, complete all as shown ondrawing No.TD-217 sheet1/2&2/2 andas specified. |
| 32 | M&L forConstructionof Soakage wellfor1.80 dia (internal dia)& 3.0 m effective depth including necessary excavation in earth work inany type of soil , plain cement concrete 1:3:6 type C-2 ( using40 mm graded crushed stone aggregate ) as infoundation , brick work brick workwith using sub class "A" class bricks in cement mortar 1:4 inwalls & honey combed brick wall , reinforced cement concrete M-25 ( design mix)as in slab cover includingpre-cast cover slabhaving 8 mm dia TMTbar reinforced , plain cement concrete band and dwarf wall, form work to sides and soffits of RCC slab &filling with brick bats loose filling & PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate)including intercpting chamber& screen chamber with brick work in cement mortar 1:4 completecomplete all as specified and shown indrawing No.TD-576 sheet1/2&2/2 andas specified.. |
| 33 | M&L for plain cement concrete 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) in surface channel of drain etc complete all as specified and directed. |
| 34 | M&L for hard core of broken stone or bouldergauge not exceeding 63mm deposited, spread & leveled in layers not exceeding15cm thick, watered and rammed to a true surface etccomplete all as specified& directed. |
| 35 | M&L for plain cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) in ,drain bedfoundations etc complete all as specified and directed. |
| 36 | M&Lfor Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, including forms, moulds, etc (inner girth only to be measured) complete all as specified and directed. |
| 37 | Add or deduct to Srl item No 1.36 here in before for each 25mm girth or part thereof over or under 30cm inner girth of drain or channel ditto |
| 38 | S&Ffor mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barrediron doors; ladders; framed balusters; walk ways; railings; frame work of water tanks, frame work for ceiling, frame work for chimneyand similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 39 | M&L for prepartion ofnew or previously untreated steelsurface of any description , not otherwise described over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed. |
| 40 | M&L for preparation of newly plastered external surfaces of wallincluding cornices pilasters andapply two coats of exterior acrylic weather proof antifungal emulsion paint of approved brand and shade over one coat of alkali primer all as per manufacturers instructions including necessary scaffolding etc complete all as specified and directed. |
| 41 | M&L for plain cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in foundation, filling and mass concrete for fencing post etc complete all as specified and directed. |
| 42 | S&F for Mild steel work in fencing post or struts using angle / flat of grade Fe-290 (E-165) including cutting top to shape as required drilling holes, notching for wire, (for securing wire mesh etc ) including all necessary welding, drilling, bolting etc complete all as specified & directed. |
| 43 | Supply only mild steel round bars 12 mm dia and over as in strengthening bars for chain link fencing ,cut to length bent to shape required including cranking, bending spirally for hooping and binding with and including mild steel wire(annealed) not less than 0.9 mm dia or securing with clip conforming to Fe-410-W(Gde- E-250-quality-A) grade complete all as specified and directed. Note:- Fixing charge shall be measured & paid seperately under respective items of BOQ. |
| 44 | S&F mild steel screw bolt (machine made) of 11 mm to 15 mm dia of neck with hexagonal or square head one end and screwed the other or screwed both ends, each screw end to be fitted with washer and one hexagonal or square nut, length of bolt exceeding 5 cm but not exceeding 10 cm long etc complete all as specified & directed. |
| 45 | Supply only GI 4 mm dia wire chain link fencing of mesh size 50 mm X 50 mm including line wire etc complete all as specified & as directed. Note:- Weight of the mesh shall be arrived through the BOOand fixing charge shall be measured & paid seperately under respective items. |
| 46 | Fixing only chain link fencing including line wire, any mesh, size and type to mild steelangle iron post & struts etc including provision of binding wire and also including fixing of round barsasstrenghthing bars etc including welding ,reviting etccomplete all as specified & directed. Note : chain link fencing &round barsshall be measured & paidas supply onlyand mild steel i.e.angle iron,flat iron etc. shall be measured & paidasS & F under respective item of BOQ |
| 47 | S&F galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and including galvanised MS wire, staples or steel pin etc complete all as specified and directed. Note :- Each line of wire to be measured. |
| 48 | M&L for preparation of new steel surfaces not exceeding10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified & directed. |
| 49 | M&L for reinforced cement concrete design mix M-25 (using 20 mm graded crushed stone aggregates)as in foundation, including rafts, footings, foundatiion bems ,plinth beam,footing for columnsetc completeall as specified &directed. (Note: Reinforcement and Formwork shall be measured and paid separately under respective item.) |
| 50 | M&L for Reinforced cement concrete design mix M-25 (using 20 mm graded crushed stone aggregates) in columns of gate etc complete all as specified and directed. (Note:- Reinforcement and formwork shall be measured and paid separately under respective items) |
| 51 | Use & waste ofform work to sides of concrete foundations, footings, bases of columns, sides & soffits of plinth beams and similar work for rough finished flat surfaces of concrete etc complete all as specified and directed. |
| 52 | Use & waste form work to sides of square or rectangular pillars, posts, struts, piers, column and stanchions for smooth finished surfaces of concrete etc complete all as specifed & directed. |
| 53 | M&L formild steel TMT bars 5 to 10mm dia bars grade Fe-500as in stirrups cut to length, bent to shape required including cranking, bending hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 54 | S&F Framed work as in doors or gates of angle or other tubular hollow sections with necessary running welding with gusset plates, guide rails, braces, drilled etc., to be prepared for hanging or sliding gates and including hooks and hinges etc complete all as specified and directed. |
| 55 | S&F Bands, straps, including bolts, hooks (stay) for large gates, pintle hinges, large hasps and staples, wheels for sliding gates, and Guide rollers, clamps, hold fasts; wall ties,plates washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed. |
| 56 | M&L for20 mm thick granite of approved type / variety (table rubbed and pre mirror polished) in vertical surfacefor wall lining (veneering to wall ) including pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15 mm thick rendering in cement mortar1:4 complete all as specified and directed. |
| 57 | Supply, laying , jointing & testingof HT XLPE cable 95 Sqmm 3 core, 11000 volt grade (earthed) screened, PVC bedded, galvanised steelstrip armoured (Heavy duty)with aluminium stranded conductorISI marked IS-7098 (Part-I) 1977 and part-II of 1985 laid in pipe / ducts/ trenches under floor and road or fixed to wallcomplete all as specified & directed. |
| 58 | Supply, jointing and testing for indoor type Heat shrinkable end termination joint suitable for 11 KV, XLPEinsulated cable of sizes, 95 Sqmm3core complete material and labour including cutting the faulty indoor end termination joint of any type and in any position complete all as specified & directed. |
| 59 | Supply, jointingjointing and testing for outdoor type Heat shrinkable end termination joint suitable for 11 KV, XLPEinsulated cable of size 95 Sqmm3core complete material and labour including cutting the faulty out door end termination joint of any type and in any position complete all as specified & directed. |
| 60 | Supply, jointing and testing forHeat shrinkable straight through joint suitable for 11 KV, XLPEinsulated cable of size 95 Sqmm3core complete material and labour including cutting the faulty out door end termination joint of any type and in any position complete all as specified & directed. Note for item No.1.57 to 1.60 :- 1.Excavation & earthwork shall be measured & paid under respective item (2) All Necessary T & P required shall be arranged by the Contractor. |
| 61 | Supply ,install,testing and commisioning copper wound step down distribution transformer of capacity 250 KVA, Out door type (ONAN) complete with standard fittings as per relevant IS, HT 11 KV,3 phase ,LT 433 volts ,3 phase, 4 wire with ON load tapchanger on primary side to vary secondery voltage at + 7.5%with taping in steps of every 2.5%, type of winding : Delta/Star and Vector group : Dyn 11all as per IS-1180 complete all as specified and directed comprising following accessories: (i) Oil conserverter with filling hole and cap -01 No. (ii) Silica gel breather with initial charging -01 set (iii) Drain /sampling/filter valve with plug -01 No. (iv) Topfilter valve with plug-01No. (v) Explosion vent with diaphram -01 No. (vi) Thermometer2Nos. (vii) Rating and diaphragm plate -1 No. (viii) Earthing terminal -2 Nos. (ix) Additional neutral bushing for solid earthing -1 No. (x) Plain oil level guage- 1 No. (xi) Lifting plug- 2Nos. (xii) Air release plug- 2 Nos. (xiii) Bi directional wheelsNote :- (i) The cost of PCC works for placing transformer on plinth is deemed to be included in the cost, the size and construction of plinth should be as per the manufacturers instructionand as directed by Engr-in-charge. |
| 62 | Supply, installation, testing and commissioning of 11 KV, 630 Amps, Extendable outdoor fixed type (IP54), RMU (Ring main unit) comprising of 01 No of 630 Amps motorised fixed-type Vacuum Circuit Breaker and 02 Nos manual operated load break switch, inside robotically welded stainless steel 304 (Non Ferrite Non Magnetic Grade) tank having min thickness 3 mm with IP 67 Degree of Protection and enhanced BIL of 125 kVp internally to manage voltage surges The RMU shall be type tested for 21 kA/03 sec as per IEC62271-200. The earthing busbar shall be provided inside each cable compartment for solid earthing of Cables shields. The outer hinged main door should cover entire front of switchgear including cable doors for providing fail-safe protection. The unit shall include the following with all necessary standard fitting as required at site .:- (A)Incoming Load Break swtich - 02 Nos each switching unit shall be designed as a three position switch.This three function switch combines the functions of switch disconnector and earthing switch cables switch 12 KV, 630 Amp, 21 KA/03 sec.Snap action mechanism for motorised and manual(Both) operation with integrated earthing switch - 01 No.Cable bushing 630 Amp standard C bushing - 01.Fault passage indicator, On(N-1) load break switch where n= no of load break switch >>s/c & E/F FPI with digital display to be added for detection of cable fault.ON, OFF, EARTH mechanical indication on the front mimic of the panel - 01 No.Capacitive voltage indication fixed type LED display - 01.ON, OFF, TRIP mechanical indication on the front mimic of the panel - 01No.Cable box for termination of cable up to 1 No. x 185 sq.mm - 01.Cable cover standard - 01No.Set of 12kV Cable Termination Boots - 01No.Cable entry bottom, front - 01 No. |
| 63 | (B) (i) Out going VCBs - 01 No. Each consisting of following - function unit consist of vaccum circuit breaker in combination with a three position switch. The three position switch fulfills the operation of the disconnector function and earthing function circuits breaker unit is equipped with an over current transformer for the protection of distribution Transformer/circuit vaccum circuit breaker 12 KV, 630 A, 21 KA - 03 Sec. Spring assisted closing with stored Energy triping mechanism for motorised operation with integrated earthing switch - 01. live cable LED indicators capacitor voltage dividers mounted on the bushings push button for breaker trip - 01 sec, O/C + E/F self powered numerical protection relay with low and High set for Over current,earth fault and instantaneous tripping mechanism. The relay should have facility to display the maximum loaded phase current , relay shall record fault records with time stamping - 01, capactive voltage indication fixed type LED display -01, ON/OFF/Trip mechanical indication on the front mimic of panel-01, cable box for termination boots-01. Metering Equipment including 01 x Digital Voltmeter (Acc.Cl.0.5), 01 x Digital Ammeter (Acc.Cl.0.5), 01 x Tri-VectorMeter (Acc.Cl.0.5) . (ii) Out going VCBs - 02 Nos,consisting of set of 3 CTs, Dual ratio and dula core, 50-30/5+5 , 15 VA, Class 5P10 |
| 64 | (C) (i) Additional equipment deliverd separately or mounted seperatly, Bus connected with battery charger and battries for motor power supply-01 (i) PT ratio 11KV/3/110/v3, 100 VA, 1 class for measurement with volts meter (ii) Auxliary transformer of 11KV/230V, 1 KVA for powering the motors and battery charger (iii ) 24 V DC battery charger and battries for motor power supply. (iv) Standard mano meter -01,(v) Operating handle - 02 , (vi) cable clamping provision (standard)-01 Operation and maintance manual - o1, (vii)Installation and commissioning manual - 01, Note :-The cost of PCC works for placing RMU on plinth is deemed to be included in the cost, the size of plinth shouldnot be as per the manufacturers instruction. |
| 65 | Supply, laying and testing LT UG cable, XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 240 Sqmm, 3.5 core complete all as specified & directed. |
| 66 | Supply, laying and testing LT UG cable, XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 Sqmm, 4 core complete all as specified & directed. Note for item No. 1.65 &1.66: Rate of under ground cable includes earth Work, sand cushioning, brick or PCC covering, light Grade GI tubing where necessary,testing etc. |
| 67 | Material & labour for sand filling with clean dry fine sand unwashed including gently punning around cables in trenches for cable protection complete all as specified and directed by Engineer-in-Charge. NOTE:- For measurement purpose punned thickness shall beconsidered as per clause 19.75 of SSR Part-I. |
| 68 | Supplying & Laying un-reinforced pre-cast flat concrete cable protection cover of class LV low voltage , type I, size 250 mm x 150mm x 40mm, factory made, complete all as specified and directed by the Engineer-in-Charge. |
| 69 | Supplying & Laying un-reinforced pre-cast flat concrete cable protection cover of class HV high voltage , type I, size 300 mm x 180mm x 40mm, factory made, complete all as specified and directed by the Engineer-in-Charge. |
| 70 | Supply and fix double wall corrugated (DWc) HDPE pipe 50mm OD for protection of LT/HT UG cables for crossing roads/on wall/poles etcincluding coupling/ jointing fittings complete if any all as directed and specified |
| 71 | Supply and fix double wall corrugated (DWC) HDPE pipe 80mm OD for protection of LT/HT UG cables for crossing roads/on wall/poles etcincluding coupling/ jointing fittings complete if any all as directed and specified |
| 72 | M&L for Boring ofhole under road, pavement, hard standing by trenchless technology using ultra sound technique and necessary machine with & including provision of HDPE pipe of 150 mm boresutable for 0.4 mpa working pressure complete all as specified and directed by Engineer-in-Charge.Note : Pipes shall be laid minimum 2.00 mtr below/under existing road surfaces/taxi track / apron /floors etc. |
| 73 | Supply and install hot dipped GI octogonal poles of 8.0 mt hight including necessary PCC foundation, bolts and nuts complete all as directed and specified by Eng-in-Charge.Note: 1. The vendor will obtain details drawings/specification of PCC pole foundation as recommended by Manufacturer prior to commencement of pole erection.2. Necessary Earth work shall be measured and paid separately under relevant item of shcheule. |
| 74 | Supply and fixing connecting and testing new generation energy saving & environmental friendly long life versatile pressure die cast aluminium housing LED Street light luminaires with IP-66 70/72 Watt LED as light source suitable for pole dia 54 mm (max) inlcuding making connection with three core PVC insulated and sheathed copper conductor cable of size 1.5 Sqmm complete all as specified and directed |
| 75 | Supply, installation, testing & commissioning of isolation transformer (1:1 ratio) of 250 KVA, 3 Phase, 415 volts, 50 Hz, Dyn 11 vector group, ,metallic body duly powder coated delta/star, copper wound, Oilcooledindoor type with IP-42 protection complete with MCCB , over load & short circuit protection & separate neutral bushing brought out for earthing, efficiency grater than 95% & filling of transformer oil of requisite dielectric strength & upto required levelall as specifed and directed by Engr-in-charge. |
| 76 | M&L for Earthing complete for poles/DBs with galvanised steel earth plate electrode, 600mm x 600mm x 6mm thick, buried directly in theground (earth pit not less than 2.25m deep below normal (ground level) with top edge of the plate not less than 1.50m below ground level connected to galvanized iron wire 4mm diaas earth leadby means of bolts, nuts and washers of GIup to test point, GI tubing 15mm bore light grade protection pipe, GI watering pipe 20mm bore medium grade with funnel and wire mesh, charcoal and salt, 40mm thick pre-cast RCC (1:2:4) type B-1 (Nominal mix) cover reinforced with XPM (weighing n.less than 4 Kg/Sqm) with suitable steel handle, and angle iron 40X40X3mm frame and chamber of PCC (1:3:6) type C-1 (including earth work in any type of soil, removal of surplus soil to a distance n.exc.50m) and connecting, testing on completion, all as shown on electric plate No. 03 of SSR-2009 Part-I, including making good disturbed surface of wall ,floors etc.complete all as directed. Notes: (i)Earth lead & protection pipes length upto & including 7.50 metre. (ii)Earth filling shall be done by vegetable soil. (iii)Soil should be free from stone, boulders, aggregate, gravels etc.(iv)Irrespective of what is shown onplate No 3 of SSR Part-I /1991, theearthing pit shall be precasted PCC (1:3:6) type C1 and the cover of earthing pit shall be of precast RCC (1 :2 : 4) type B-1(using 20 mm graded crushed stone aggregate)with suitable handle all as specified. (v) The rates quoted by the contractor is deemed to be inclusive of cost ofMS sheet for marking the result and its purpose of useof size 300mmX 300mmX3mm size fixed with necessary nuts and boltson angle iron of length 60cm and size 40X40x5mmgrouted in the ground with PCC (1:3:6) (using 20mm graded crushedstone aggregate) of size 200mmX200mmX250mm including necessary earth work. |
| 77 | M&L for Earthing complete for poles/DBs with galvanised steel earth plate electrode, 600mm x 600mm x 6mm thick, buried directly in theground (earth pit not less than 2.25m deep below normal (ground level) with top edge of the plate not less than 1.50m below ground level connected to galvanized iron strip 25 mm X 4 mm as earth leadby means of bolts, nuts and washers of GIup to test point, GI tubing 40 mm bore light grade protection pipe, GI watering pipe 20mm bore medium grade with funnel and wire mesh, charcoal and salt, 40mm thick pre-cast RCC (1:2:4) type B-1 (Nominal mix) cover reinforced with XPM (weighing n.less than 4 Kg/Sqm) with suitable steel handle, and angle iron 40X40X3mm frame and chamber of PCC (1:3:6) type C-1 (including earth work in any type of soil, removal of surplus soil to a distance n.exc.50m) and connecting, testing on completion, all as shown on electric plate No. 03 of SSR-2009 Part-I, including making good disturbed surface of wall ,floors etc.complete all as directed. Notes: (i)Earth lead & protection pipes length upto & including 7.50 metre. (ii)Earth filling shall be done by vegetable soil. (iii)Soil should be free from stone, boulders, aggregate, gravels etc.(iv)Irrespective of what is shown onplate No 3 of SSR Part-I /1991, theearthing pit shall be precasted PCC (1:3:6) type C1 and the cover of earthing pit shall be of precast RCC (1 :2 : 4) type B-1(using 20 mm graded crushed stone aggregate)with suitable handle all as specified. (v) The rates quoted by the contractor is deemed to be inclusive of cost ofMS sheet for marking the result and its purpose of useof size 300mmX 300mmX3mm size fixed with necessary nuts and boltson angle iron of length 60cm and size 40X40x5mmgrouted in the ground with PCC (1:3:6) (using 20mm graded crushedstone aggregate) of size 200mmX200mmX250mm including necessary earth work. |
| 78 | M&L for earthing complete with copper Earth Plate 600mm X 600mm X 3.15mm buried directly in ground vertically to a depth not less than 3.10 meter below normal ground level (with top edge of earth plate not less than 2.10 mtr below ground level), connecting to copper strip 20mm x 3 mm main earth lead by means of tinned copper / brass bolts , nuts, check nuts and washers besidesbrazing at all joints all as directed and connected to earth test point all as specified and testing on completionwith and including necessary excavation and earth work in any type of soil, earth electrode, earthing lead from electrode to test point, made of phosphorousbrongze/gun metal of size 75mmx75xmmx25mm dril and screwed including 03 Nos 8mm dia 25mm long hexagonal head screwed, adequate quantity of charcoal dust & common salt in alternate layers of 100mm thick all around theplate, under and above the plate and returning, filling of earth spread levelled, watered and compected to required level, PCC (1:3:6) type C-1 (using 20mm graded stone aggregate) for earth pit with 40 x 40 x 6mm mild steel angle iron frame for cover, pre cast 40mm thick RCC coverof (1:2:4)type B-1 (using 20mm gradedstone aggregate), rainforced with 8mm dia TMT bars 3 Nos both way with 12mm dia MS round bar handle, GI medium watering pipe 25mm dia with funnel and wire mesh and 40 mm bore GI light grade earth lead protection pipe completeall as specified and directed . i)Earth lead & protection pipes length upto & including 7.50 metre. (ii)Earth filling shall be done by vegetable soil. (iii)Soil should be free from stone, boulders, aggregate, gravels etc.(iv)Irrespective of what is shown onplate No 3 of SSR Part-I /1991, theearthing pit shall be precasted PCC (1:3:6) type C1 and the cover of earthing pit shall be of precast RCC (1 :2 : 4) type B-1(using 20 mm graded crushed stone aggregate)with suitable handle all as specified. (v) The rates quoted by the contractor is deemed to be inclusive of cost ofMS sheet for marking the result and its purpose of useof size 300mmX 300mmX3mm size fixed with necessary nuts and boltson angle iron of length 60cm and size 40X40x5mmgrouted in the ground with PCC (1:3:6) (using 20mm graded crushedstone aggregate) of size 200mmX200mmX250mm including necessary earth work. |
| 79 | Material and labour for earthing complete with copper plate electrode 600mm x 900mm x 5mm thickburied directly in ground vertically to a depth not less than 4.7 meter below normal ground level (with top edge of earth plate not less than 3.6 meter below ground level & complete size of earth pit 1.60m x 1.60m x 5.00m) connected to copper strip 32mm x 6mm as main earthing lead by means of tinned copper / brass bolts, nuts, check nuts and washers besides brazing at all joints all as directed and connected to earth test point all as specified and testing on completion with and including necessary excavation and earth work in any type of soil, earth electrode, earthing lead from electrode to test point, made of phosphorousbrongze/gun meter of size 75mmx75xmmx25mm dril and screwed including 03 Nos 8mm dia 25mm long hexagonal head screwed, 50mm bore GI medium grade for protection of earth lead from top of plate to test terminal complete, adequate quantity of charcoal dust, magnesium sulphate & common salt in alternate layers of 100mm thick all around theplate, under and above the plate and returning, filling of earth spread, levelled, watered and compected to required level, PCC (1:3:6) type C-1 (using 20mm gradedstone aggregate) for earth pit with 40 x 40 x 6mm mild steel angle iron frame for cover, pre cast 40mm thick RCC coverof (1:2:4)type B-1 (using 20mm graded black trap/granite/Basalt stone aggregate), rainforced with 8mm dia TMT bars 3 Nos both way with 12mm dia MS round bar handle, GI medium watering pipe 25mm bore with funnel and wire meshcomplete all as specified and directed . i)Earth lead & protection pipes length upto & including 7.50 metre. (ii)Earth filling shall be done by vegetable soil. (iii)Soil should be free from stone, boulders, aggregate, gravels etc.(iv)Irrespective of what is shown onplate No 3 of SSR Part-I /1991, theearthing pit shall be precasted PCC (1:3:6) type C1 and the cover of earthing pit shall be of precast RCC (1 :2 : 4) type B-1(using 20 mm graded crushed stone aggregate)with suitable handle all as specified. (v) The rates quoted by the contractor is deemed to be inclusive of cost ofMS sheet for marking the result and its purpose of useof size 300mmX 300mmX3mm size fixed with necessary nuts and boltson angle iron of length 60cm and size 40X40x5mmgrouted in the ground with PCC (1:3:6) (using 20mm graded crushedstone aggregate) of size 200mmX200mmX250mm including necessary earth work. |
| 80 | Supply and fixing earth continuity conductor or main earthing lead 32mm x 6mm, copper strip/earth lead, laid in pipe/fixed on walls or any other position including jointing by tinned copper/brass nuts, bolts and washers in addition to brazing at every joint complete all as specified and directed. |
| 81 | Supply and fixing earth continuity conductor or main earthing lead 25mm x 4mm, GI strip, laid in pipe/fixed on walls or any other position including jointing by tinned copper/brass nuts, bolts and washers in addition to brazing at every joint complete all as specified and directed. |
| 82 | Supply and fixing earth continuity conductor or main earthing lead 20mm x 3mm, copper strip/earth lead, laid in pipe/fixed on walls or any other position including jointing by tinned copper/brass nuts, bolts and washers in addition to brazing at every joint complete all as specified and directed. |
| 83 | M & L for providing test point terminal block made out of Gun metal or phosphorous bronze of size 75 mmx75 mm x 25 mm drilled and screwed including 03 Nos 8 mm dia 25 mm long hexagonal head screws complete all as specified and directed |
| 84 | S & F cable route indicators made out of PCC block of size 30 x 80 x10 cm marked "MES HT CABLE" 1/6 of the PCC 1:3:6 type C-1( using 20mm aggregate crushed stone aggregate)blocks & painted as directed and specified by Eng-in-Chargeto be grouted in ground level completed all as specified and directed. |
| 85 | Design, fabricate, supply, install, test and commissioning of factory made floor mounted LT cubical panel board Out doortype (double door) made out of 3.15mm thick CRCA sheet totally enclosed with necessary ventilations, weather, dust and vermin proof with front and rear opening and locking arrangement 415Volts, 3 phase, 50 Hz having Copper bus bar of capacity 630 Amps and full neutral duly colour coded and for neutral supported with DMC/SMC insulators colour coded with heat shrinkable sleeve hearing short circuit currentwith stand minimum 35 KA for one second complete connection from bus bar to breakers with suitable copper cable , panel board shall be grouted in the ground with suitable size of foundation in PCC 1:2:4 type B-1( using 20mm aggregate crushed stone aggregate) , MS angle iron channels for base frame 50x50x6 mm and supports, GI nut, bolts, washers etc.The panel board shall be powder coated and red oxided primed :-(A) Incoming :-(a)MCCB 4P, 360A, 36KA adjustable thermal and magnetic settings -01 No (b)The following items are provided in one compartment :- (i)Digital Voltmeter - 01 No (ii)Digital Ammeter - 01 No (iii)Three Indiaction LED Lamp with wiring - Set of 03 (iv)KWH Meter - 01 No (v) Power Factor meter - 01 No (B)Out going :-(i)MCCB 4 P 250 Amp, 25 KA, fixed thermal and magnetic settings- 01No.(ii) MCCB 4 P 160 Amp, 25 KA, fixed thermal and magnetic settings- 01 No. (iii) Tempra Panel mounting Socket 3P+N+E, 160 Amps , 380/415Volt - 01 No. |
| 86 | Supply, fixing and laying galvanized pipes" Medium grade" of 80 mm dia incluidng allfttings (such as bends, elbows, tee, short pieces, connectors, back nuts, diminishing pieces, caps, plugs and union etc) and fixing complete with clips, walls hook,wooden plugs or laying intrenches etc also cutting screwing and for making forced bends on pipes as required complete all as specified and directed by Engr-in-charge. |
| 87 | Supply, fixing and laying galvanized pipes" Medium grade" of 50 mm dia incluidng allfttings (such as bends, elbows, tee, short pies, connectors, back nuts, diminishing pieces, caps, plugs and union etc) and fixing complete with clips, walls hookd wooden plugs or laying intrenches etc also cutting screwing and for making forced bends on pipes as required complete all as specified and directed by Engr-in-charge. |
| 88 | Supply, fixing and laying galvanized pipes" Medium grade" of 25 mm dia incluidng allfttings (such as bends, elbows, tee, short pieces, connectors, back nuts, diminishing pieces, caps, plugs and union etc) and fixing complete with clips, walls hook, wooden plugs or laying intrenches etc also cutting screwing and for making forced bends on pipes as required complete all as specified and directed by Engr-in-charge. |
| 89 | S&F gun metal globe or gate valves(ISI marked), with iron wheel head, screwed both ends for iron pipe 25 mm bore complete all as specified and directed. |
| 90 | S&F gun metal globe or gate valves(ISI marked), with iron wheel head, screwed both ends for iron pipe 50 mm bore complete all as specified and directed. |
| 91 | M&L for construction of PCC solid blockmasonarywall valve pit of size 900mm x 900mm x 900mm inner dimension of necessary earth work excavation, 75 mm thick PCC 1:4:8,type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, PCC block wall build in cement mortar 1:6, rendering 15 mm thick with cement mortar 1:6 externally up to 15 cm below ground level and cement mortar 1:4 internally and providing MS sheet cover 3.0 mm thick and angle iron (size 40 mm x 40 mm 5 mm) frame of suitable size and two coats of synthetic enamel paint over one coat of red oxide primer on steel surface andwelded with hings including necessary locking arrangement & 50mm lock (pad lock brass 6 levers with key in duplicate) and complete all as specified and directed. Note: 1. Necessary earth work shall be meausred and paid separately.2. The top edge/level of valve chamber shall be 15 cm above ground level. |
| 92 | M&L for construction of PCC blockmasonarywall valve pit of size 600mm x 600mm x 600mm inner dimension of necessary earth work excavation, 75 mm thick PCC 1:4:8,type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, PCC block wall build in cement mortar 1:6, rendering 15 mm thick with cement mortar 1:6 externally up to 15 cm below ground level and cement mortar 1:4 internally and providing MS sheet cover 3.0 mm thick and angle iron (size 40 mm x 40 mm 5 mm) frame of suitable size and two coats of synthetic enamel paint over one coat of red oxide primer on steel surface andwelded with hings including necessary locking arrangement& 50mm lock (pad lock brass 6 levers with key in duplicate) and complete all as specified and directed. Note: 1. Necessary earth work shall be meausred and paid separately.2. The top edge/level of valve chamber shall be 15 cm above ground level. |
| 93 | S& F Sluice valve, cast iron body with stainless steel spindle, class-1 ISI marked,80mm bore, PN-1.6, both end flanged and drilled and fixed withbolts and nuts and washers including providing rubber insertion of suitable thickness complete all as specified and as directed. |
| 94 | M & L for Cutting/Drilling of existing DI/CI iron pipes80 mm bore and inserting of collars or other fittings including dewatering , excavation work and refilling with slugy soil complete all as specified and directed. |
| 95 | Material and labour for Cast iron /Ductile iron fittings, heavy duty, such as bends, tapers,tees, collars, tail pieces, reducers, etc. for spigot/socketed/flanged pipes,laid and jointed with suitable push on joints completeany size upto 80 mm dia all as specified and as directed. |
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