Military Engineer Services Tender
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Costs
EMD
₹ 2,92,100Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_670481_1Bid Award Id
ViewTender No
87271/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
ROAD
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Surface excavation n.exc 30 cm deep and avg 30 cm and getting out in soft loose soil complete all as specified and directed.
4661
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Rolling and consolidation to required gradient and camber formation surfaces (cutting or filling) of roads using 8 to 12 tonne power roller including filling in depression which occur during rolling(incl berm) complete all as specified and directed.
466.1
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M&L for laying and compacting 200mm thick (Compacted thickness) granular sub base course (GSB) grading as per Grade-I as specified table 400-1 of morth specifications for Road and Bridges works,2013,in asingle layer over compacted subgrade with natural sand,crushedgravel,crushed stone,crushed slag or combination thereof as per the gradingrequired material are mechanically mixed,spread and levelling oon the subgrade by using motor grader of adequate capacity,and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the maximum dry density.Consolidation to required gradient and camber complete all as specified and as directed with finished surface tolerances as per Table 900-1 of Morth Specification for Road and Bridges works 2013.
466.1
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M&L for 150 mm thick (compacted) WMM laid in two layer of 75 mm each confirming to grading given in table 400-13 of Morth specification for road and bridge work 2013 manufactured in WMM plant material comprising of clean crushed graded aggregate and granular materials premixed with water to dense mass,spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required and directed.The finished surface tollerence to be as per table 900-1 MORTH specification for road and bridge work 2013 complete all as specified and as directed.
466.1
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M&L for preparing unsurfaced WMM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned sirfaces with gunny bgags to remove all loose dirt etc complete all as specified and directed
324.5
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M&L for applying evenly a priming/tack coat with bituminous promer @ 7.5 kgs per 10 Sqm (Paving bitumen), and laying bituminous premix semi content complete all as specified & directed.
324.5
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M&L for premixed bituminous macadam over primed surface of road using paving bitumen any penetration,laid/rolled and compacted to required gradient and camber (consolidated thickness of 75mm or less) binder contents of premixed macadam shall be 4% by weight of total mix complete all as specified in SSR and as directed.
162.25
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M&L for preparing BM/Black top surfaces by brushing with wire brushing with mechanical brooms and high pressure jet for removing caked mud etc and applying evenly a priming coat of VG-10 grade paving bitumen @ 2.5 Kg per 10Sqm by using Mechanical sprayer complete all as specified and as directed.
324.5
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M&L for bituminous premix semi dense asphaltic concrete , 40mm consolidated / compacted thickness using Hot Mix plant and machanical paver with 5.5% (paving bitumen VG30 grade) binder content by weight of total mix, rolled and compacted using 8 to 10 tonne power road roller to required camber and gradient complete all as specified and as directed by Engr-in-charge.
324.5
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Removing excavated soil material exc. 250 m but n exc. 500 m and depositing where directed.
1398.3
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S&F retroreflective Cautionary/Warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet,face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter,message (bi-lingual),symbols and boarders etc.. as per IRC,67:2001,pasted on substractive by an adhesive backing which shall be activated by applying heat and pressure confirming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20cm c/c to back support frame of M.S angle iron of size 25x25x3 mm along with theft resistant measures,mounted and fixed with 2 Nos.M.S angles of size 35x35x5mm to a vertical post made up to M.S.Tee section ISMT 50x50x6mm weded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes,angle flats,providing & fixing M.S message plate of required size,steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand and manufacture over priming coat of zinc chrome yellow primer (Vertical MS-Tee support to be painted in black and white colours) Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc.. complete all as per drawing,specification and direction of Engineer-in-Charge.
10
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S&F providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line,level and curvature,jointed with cement mortar 1:3,including making joints with or without grooves(thickness of joints except at sharp curve shall not to more than 5 mm),including making drainage opening wherever required complete all as specified and as directed.
47.2
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Material and labour Preparing concrete /bituminous surfaces and painting lines, dashes (contineous/un interrupted), arrows, letters, etc exceeding 10 cm width with hot applied thermo plastic road making materials all as specified in clause 803.4 of MOSRT and H Specification, white or golden yellow (IS colour No.356) over a coat of primer complete all using road painting machine all as specified and directed.
1180
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PATH AND CULVERTS
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Surface Excavtion n exc 30 cm deep and average 15 cm deep and getting out soft/loose soil complete all as specified and directed
324
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M & L for hardcore of gauge not exceeding 63 mm of broken stones and boulders deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface all as specified and directed.
32.4
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M & L 100 mm thick plain cement concrete type D 2 1;4:8 (Using 40 mm grade stone aggregate ) as in sub base complete all as specified and as directed by Engr-in-charge.
1740
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M & L for 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footpath,parks,lawns,drive ways or light traffic parking etc…of required strength,thickness & size/shape,made by table vibratory method using PU mould,laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand complete all as specified and as directed.
1740
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S&F providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line,level and curvature,jointed with cement mortar 1:3,including making joints with or without grooves(thickness of joints except at sharp curve shall not to more than 5 mm),including making drainage opening wherever required complete all as specified and as directed.
10.8
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M&Lfor preparation of new or previously untreated surfaces of concrete over 10 cm girth or width and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed.
362.5
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S&F 110 mm PVC (SWR) pipes of single socketed,in any length with rubber ring joints,laid in tenches or in floors complete all as specified and as directed.
174
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Removing excavated material exc. 1.5 Km and depositing where directed at a level n exc. 5 Km above the starting point complete all as specified and directed by Engr-in -Charge.
97.2
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EXTERNAL ELECTRIFICATION
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Supplying, install and errect in true vertical position pressed concrete poles of 11.00 mtr long 152mm x 152mm at top and 152mm x 260mm at bottom,class 9, painting and marking alternate white and black strip 30cm height, painting pole number, letters/figures by black paint complete all as specified and directed.
6
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Material and labour for Cross arms, bracings supports clamps and back plates fabricated from structural steel sections including nuts, bolts and washers, welding, bending cold or hot, drilling holes for bolts in any shape or size as indicated or directed and inclusive of one coat of red oxide primer, one under coat and one finishing coat of aluminium paint. Complete all as specified and as directed.
3
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Supply, installation, testing and commissioning of 11 KV 200 Amps triple pole gang operated air break switch having 12 Nos FRP insulator with earthing switch rotating type for horizontal or vertical operation mechanically operated 3 rows type mounted on FRP insulators (including insulators) and steel frame with operating mechanism consisting of operating rod of 25mm bore medium grade GI pipe of suitable length to operated from ground level including locking arrengment with pad lock with three Nos of keys including 11 KV swing out expulsion fuses (drop out type) of 10 Amps complete all as specified and as directed.
3
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Supply, install, testing and commissioning lightening arrestor (expulsion type) outdoor nominal discharge current 65 KA, 11 KV including clamps, nuts, bolts and washers and connecting to earth with 32x6 mm GI strip complete all as specified and as directed.
3
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M&L for XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavyduty) with aluminium conductor, 11000 volts, (Earthed) grade cross sectional area 95 sq. mm 3 core in pipe /trench /cable duct /fixed on wall by proper size shaped GI clamps with nut bolts etc and making good the disturbed surfaces complete all as specified and as directed
300
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Material and labour for earthing complete with galvanized steel earth plate electrode 600 mm X 600 mm X 6 mm buried directly in ground vertically to a depth not less than 2.25 metre below normal ground level (with top edge of earth plate not less than 1.5 metre below normal ground level) connected to galvanized iron earth strip of dia 32 mm x 6 mm as earthing lead means of galvanized bolts, nuts and washers all as shown in electrical plate No 3 of MES Schedule Part-I (2009) with connected to earth test point & to main switch board with & including adequate quantity of charcoal dust and common salt alround earth plate & 40 mm dia GI pipe medium grade for earth lead protection pipe for suitable length and GI pipe 20 mm dia medium grade for watering pipe with funnel & wire mesh including necessary earth work and PCC (1: 3 : 6) type C-1 for earth pit and 40 mm thick precast RCC cover in 1 : 2 : 4 type B-1 with 3 Nos 8 mm dia TMT bars both ways with 12 mm dia round bar handle. Complete all as specified & as directed. NOTE: Earth lead wire and its protection pipe upto and including 7.5 mtr only from the top of earth electrode are included under this item and additional earth GI earth wire/ protection pipe etc. if any required at site shall be measured and paid for separately under appropriate item of Schedule `A’.
6
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supply and fix Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 32×6mm dia galvanised steel strip all as specified & as directed.
60
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M&L for danger notice plate of 1.6 mm thick MS sheet vitreous enameled white with letters figures written in English, Hindi and Tamil (and conventional skull and bones in signal red colour and fixed with MS clamps, bolts and nuts size 25X20 cm,for HT supply grade complete.
2
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M & L for cable route indicator shown "HT UG cables" painted in brown colour and root of cable with aero made of CI in suitable eleiptical shape and fixed in MS rod 12mm dia 70 cm long ( all word embosed) and embaded in PCC block of size 30 x 30 x 60cm in ground complete all as specified
6
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M & L for cable jointing kit for 11 kV (earthed) grade cable for outdoor termination cold shrink type joint complete with jointing material and accessories suitable for 3 core, 95 SQ MM, XLPE insulated, armoured aluminium conductor cable complete all as specified and directed.
2
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Supply and fix All aluminium conductor having high strength to weight ratio for jumper of 2/4 pole structure complete all as specified
0.3
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Supply and conncetion of new Pin type, porcelain, vitreous,brown insulator on pole or any structure including one galvanised mild steel spindle,two galvanised iron washers and one galvanised iron nut, 150mm height, 150mm dia for 11000 voltsgrade all as specfied and directed by Enginner Charge
12
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Supply and conncetion Disc type insulator, porcelain, vitreous145mm high and 255mm dia ball and socket type, white, brown or green Two-in-series' assembly for tension with tension clamps for conductors, working pressure 11000 volts grade including connection of existing OH HT line all as specfied and directed by Enginner Charge
3
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Excavating in trenches, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable trench etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft soil complete all as specified & directe
112.59
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Excavating in trenches, n exc1.5 m wide and exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable trench etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft soil complete all as specified & directed.
0.32
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Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in any type of soil complete all as specified and directed
90.07
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Removing excavated soil to a distance not exc. 50 metre and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
22.52
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Supplying and laying un-reinforced precast concrete cable cover, Class HV, Type 1, flat as per size 300mm x 180mm x 40mm for LT cable and laid dry in trenches over underground cables complete all as specified and directed
1500
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M&L for PCC (1:3:6) type C-2 using 40 mm graded crushed stone aggregate in foundation, filling and mass concrete for poles/struts etc including necessary formwork as required complete all as specified and directed.
3.89
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M&L for PCC 1:2:4 type B-1 using 20 mm graded aggregates as in copings, kneelers, apex stones, bed plates, kerbs etc., water troughs and the like including weathering, slightly rounded for chamfered angles and throating including necessary form work complete all as specified and as directed.
0.65
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M&L for loose filling with graded stone aggregates (granite) 50 mm spread thickness 150 mm for outdoor transformer complete all as specified and directed
20
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EXTERNAL WATER SUPPLY
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Supply, laying, connecting, jointing and testing ductile iron pressure pipe of size 150mm(6') inch dia , ISI marked to IS-8329-2000 Reaffirmed Edition 4.1 suitable for "push on joints" in standard working lengths with cement motor lining and bituminious finishing layer supplied with rubber gasket duly ISI marked for water supply, Class K-9 including "push on joints" supplied with ISI marked including all Push on joints type DI joints required as per site like tee, elbow, bend, reducer..etc laid in tenches complete all as specified & directed
700
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Supply, installation, connecting and testing sluice valve of size 150mm dia , non rasing type spindle, cast iron body & wedge with Bronze wedge ring on both side, gland packing, class - PN 1.6 with flanged ends drilled suitable for bore of pipe ISI marked (IS:14846:2000) having S.S. spindle with iron wheel at top, complete with nuts bolts washers rubber gasket etc all as specified and directed
2
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M&L for cutting of existing mainline DI/CI pipe line in position and any size reducing to required length, in position, including supply and fixing all required fittings , dewatering etc,if any involed, complete all as specified and directed
1
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M & L for Construction of new PCC solid Masonary valve chamber of size 900X900 X 900 mm (Internal dimenssions) with PCC foundation 1:4:8 type D2 using 40 mm graded stone aggregate 150 mm thick 150 mm wide off sets alround over 100 mm thick hard core , 200 mm thick PCC solid block walls built in CM 1:6, 50 mm thick PCC 1:2:4 Type B1 coping finished even and smooth, rendering 10 mm thick in cement mortar (1:6) finished even and smooth, with out using extra cement internally including top of floor including excavation earth work in hard/Dense/rock soil 3 mm thick MS sheet cover fixed on 50 mm X 50 mm X 6 mm thick angle iron frame with hold fasts embedded in PCC coaping with locking arrangement, mild steel handle and painting to steel surfaces with two coats of synthetic enamel paint over one coat of primer including disposal of surplus soil to a distance not exceeding 50 m etc complete all as specified and directed.
3
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Supply, installation, testing and commissioning of electrically driven centrifugal pump set with induction motor of capcity ,self priming , total head 25 mtr of water column and discharge 1620 LPM ,electric driven, 3 phase,415V, at 25 mtr head including providing electric conncetions of single core copper conductor to starter panel , suitable foundation with base frame as per manfacture drawing, coupling, cut to required length and marking holes got fixing of motor and pumps, grouting in foundation, including painting, with two coats of syntheticenamel paint black colour over a red oxide primer, necessary civil work, anti vibration pad , proper alignment by reverse dial gauge, vaccum gauge at suction and dilivery side, conncetion with suction & delivery side connection including fittings like eccentric/concentric fittings,including Note:
(i) Capacity of pump and motor shall be calculatred as per discharge and total head mentioned above using performace curve (Best efficiency point).
(ii) Drawing & performance curve of pump set shall be subbmitted at the time of approval of make.
(iii) Drawing of nfoundation and base frame shall be submitted at time of approval of make.
(iv) Head and discharge mentioned are tentative.Both of them may vary as per site requirement.
2
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Fabricate, Supply, Install, Testing and Commissioning motor starter LT Panel Board outdoor type factory made CPRI tested made out of CRCA sheet steel enclusure 3.15 mm thick including copper bus bar 4 pole including wiring of rated capacity PVC insulated copper conductor cable, insulators, fasteners etc with Digital Ammeter & Voltmeter, selector switches for voltmeter and ammeter, indicator lamp RYB (01 Set), CTs, including MS Angle Frame of size 40x40x5 mm structure at bottom, PCC foundation 1:2:4 for foundation etc comprising for the following :-
Note : The contractor shall submit detail Schematic Layout of the Panel Board for approval from Engr-in-Charge before procurement.
1
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(a) Copper Bus Bar 150 A rating for 3 Phase and 150 A for Neutral - 01 Set
(b) Digital Voltmeter 0 to 500 V (c) Digital Ammeter 0 to 200 Amps with CT Coils and selector switch - 01 No
(d) LED Indication Lamp for 3 Phase - 01 Set
(e) MCCB 4 Pole incoming 100A 16 KA - 01 Nos (01 No for Incoming)
(f) MCCB 3 pole outgoing 63A 16KA -02Nos(02 Nois outgoing )
(g) Full automatic star-delta starter with short circuit and over load protection single phase preventor, phase reversal etc with on/off indication , on/off button, trip indication, 3 line digital display for measuring all basic parameters - 02Nos
-
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Material and labour for earthing complete with galvanized steel earth plate electrode 600 mm X 600 mm X 6 mm buried directly in ground vertically to a depth not less than 2.25 metre below normal ground level (with top edge of earth plate not less than 1.5 metre below normal ground level) connected to galvanized iron earth strip of dia 25 mm x4 mm as earthing lead means of galvanized bolts, nuts and washers all as shown in electrical plate No 3 of MES Schedule Part-I (2009) with connected to earth test point & to main switch board with & including adequate quantity of charcoal dust and common salt alround earth plate & 40 mm dia GI pipe medium grade for earth lead protection pipe for suitable length and GI pipe 20 mm dia medium grade for watering pipe with funnel & wire mesh including necessary earth work and PCC (1: 3 : 6) type C-1 for earth pit and 40 mm thick precast RCC cover in 1 : 2 : 4 type B-1 with 3 Nos 8 mm dia TMT bars both ways with 12 mm dia round bar handle. Complete all as specified & as directed. NOTE: Earth lead wire and its protection pipe upto and including 7.5 mtr only from the top of earth electrode are included under this item and additional earth GI earth wire/ protection pipe etc. if any required at site shall be measured and paid for separately under appropriate item of Schedule `A’.
6
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Supply, installation, connecting and testing sluice valve of size 100mm dia , non rasing type spindle, cast iron body & wedge with Bronze wedge ring on both side, gland packing, class - PN 1.6 with flanged ends drilled suitable for bore of pipe ISI marked (IS:14846:2000) having S.S. spindle with iron wheel at top, complete with nuts bolts washers rubber gasket etc all as specified and directed
3
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Supply & fixing 100mm cast iron(GG25) ball type non return valve(NRV) flange type PN 1.6 conforming to IS:5312:1984, ball made up of Nitrile reinforced, including all rubber packing ,nuts,bolts,washers all as specified and directed
2
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Supply & fixing 100mm cast iron(GG25) ball type foot valve flange type PN 1.6 with castiron strainer , ball made up of Nitrile reinforced, including all rubber packing ,nuts,bolts,washers all as specified and directed
2
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Supply, laying in trenches, fixing to pump, jointing and testing of 100mm MS class ERW pipes conforming to IS:1239 with any accessories which is required like fittings including tees, elbows, reducers, flanges, rubber gaskets, GI nuts, bolts and washers, rubber packing , adequate support to the pipe and making good the same complete as required.
50
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Supply and laying 50 mm bore galvanized steel tubing, heavy grade, with all fittings laid in trenches / road /wall etc complete as all specified and directed.
50
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Supply and fixing Water level indicator 7 segment 4 digit LED dis play.Input-4 to 20 Mili Amp.Power Supply-230 Volt AC including water level sensor hydrostatic range, connceting wires from sensor on top of tank to display system suitable for 50000 gallon water capacity complete all as specified by Engineer in Charge.
1
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Supply and fixing Electromagnetic type water flow meter ,IP 65, accuracy +/- 0.5% of flow rate, Flanged conncetion type,operating temeperature of 60 degree C of size 100mm, ouput of 4-20mA, Display of instantaneous and totalized flow, performace is complete all as specified by Engineer in Charge.
1
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Excavation in trenches in soft/loose soil not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipes etc or for shaft, walls, cesspts, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in soft/loose soil complete all as specified & directed.
220.5
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Excavation in trenches in hard/dense soil not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shaft, walls, cesspts, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard/dense soil complete all as specified & directed.
94.5
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Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in any type of soil complete all as specified and directed
220.5
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Removing excavated soil to a distance not exc. 50 metre and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
94.5
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COMPOUND WALL, FENCING AND GATE ETC.
-
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Excavation in trenches not exceeding 1.50m vide and not exceeding 1.50m depth for foundatin ,etc, not exceeding 10 Sqm on plan and getting out in soft loose soil all as specified and directed.
484.2
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M&L PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed
76.43
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Returning, filling in including spreading, levelling, watering and well ramming in layers not exeeding 25cm thick layer as in soil complete all as specified and as directed.
158.92
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Removing excavated material / soil to adistance exceeding 250m and not exceeding 500m depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
325.28
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M & L for precast cement concrete block masonry with solid blocks of PCC 1:3:6 (using 20mm and 12.5 mm graded stone aggregate in the proportion as directed exc 10 cm in width and set and jointed in C M 1:6 complete all as specified and directed.
436.16
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M&L 15 mm thick rendering on brick or concrete surfaces in CM1:4 finished even & fair without using extra cemen tcomplete all as specified and as directed.
1022.47
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M&L for 10 mm thick rendering on brick or concrete surfaces in CM 1:3 finishing the surface fair and even complete all as specified and as directed.
1022.47
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M&L for 20 mm thick rough cast plaster complete all as specified and as directed.
246.09
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M&L for forming groove of uniform size 15 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens,nailed to the under layer including removal of wooden battens,repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.
1608.22
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M&L for extra over rendering or plastering for work in isolated widths or in widths not forming part of general plastering such as in bands,sunk panels,conices,skirtings,drip moulds and similar workk n exc 15 cm width or girth,including cutting to edges,all mitres and stopped ends etc.. complete all as specified and as directed.
1077.93
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M&L for applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489 : 2004,Alkali & fungal resistance,dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @1.43 litre/10 Sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm over new surfaces complete all as specified and as directed.
2044.94
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M&L for RCC 1:2:4 type B-1 using 20mm graded aggregate as in Beams,Cantilevers,bressummers,lintels,copings etc.. Over 1.5 m span complete all as specified and as directed.
12.96
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M&L for rough finished formwork to sides and soffits of floor or roof beams,beam haunchings, girders, bressummers, lintels,cantilevers, shelves including supports,overhangs,etc..also splays between floors and beams,etc.. Complete all as specified and as directed.
169.14
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M&L for broken glass coping on top of walls using cement mortar 1:3 complete all as specified and as directed.
183
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M&L for mild steel TMT bars 5 mm dia & over upto & including 10mm dia in stirrups, spacers & binders, cut to length, bent to shape required binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified and as directed.
971.52
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