Military Engineer Services Tender
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Costs
EMD
₹ 9,97,500Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_681673_1Tender No
CEAFU-10-2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Excavation over areas not exceeding 1.50 m deep and getting out in hard rock, complete all as specified.
4900
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Excavation over areas exceeding 1.50 m but not exceeding 3.00 m deep and getting out in hard rock, complete all as specified.
3300
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Removing excavated material in soils exc. 1.50 km but n exc. 5 km and depositing where directed, complete all as specified and directed.
12250
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Removing excavated material in rocks exc. 1.50 km but n exc. 5 km and depositing where directed, complete all as specified and directed.
8200
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Rolling and consolidating formation surfaces in cutting/filling to camber by using earth compactor of capacity exc 8 tonne & n exc 15 tonne or compaction methodology reccomended by soil test agency to under OMC to achieve the min 98% density of MDD determined using modified compactor density determination method as per is code of exisiting soil complete all as specified and as directed.
1021
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M&L for Soil stabilization of 300 mm sub grade soil by uniform mixing of cement OPC 43 grade/lime/other additive @ 5% cement by weight of soil (Percentage of cement/additives for estimation purposes only. Type of additive and, percentage required for blending to be given in mix design). Item will include pulverization of soil, spreading of additive, blending mix by tractor towed rotovator, addition of water/ drying of mix to required moisture content and compaction using suitable vibratory roller to required 96% Maximum Dry Density. Provisions of IRC SP:89-2010 be referred to for this item complete all as specified and as directed. Supply of cement only for adding as additive in the same schedule is deemed to be included in price
9181
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Laying and compacting 250 mm thick (compacted thickness) Granular Sub Base (GSB) grading as per Grade V as specified Table 400-12 of MORTH specification for road and bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials are mechanically mixed, spread and levelling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static wight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerance as per Table 900-1 of MoRTH specifications for Road adn Bridge works, 2013 and as directed.
918
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Laying and compacting 200 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013, manufactured in WMM plant, material comprising of clean, crushed, graded aggregate adn granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerancees to be as per table 900-1 of MoRTH specifications for Road and Bridge works 2013 and directed.
918
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Providing and Laying dry lean concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 Mpa. Maximum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (inital compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry dense not less than 98% of maximum Dry Density, necessay finishing etc complete all as specified and tolerance to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013 and directed.
918
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M & L for applying evenly using pressure sprayer a tack coat of VG 10 with 2.5Kg/X Sqm over DLC complete all as specified and as directed.
918
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Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coal/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and as specified.
9181
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M & L for 400 mm Pavement quality concrete (PQC) minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15- 2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 250°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width, including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10 1 14 and Table 9 of IRC- 15-2017 complete all as specified and as directed
3673
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Notes:
(a) Supply only polyster triangular/Non circular fibres (Recorn triangular fibre type CT 2012(12 mm) having tensile strength 4000-6000 Kg/Sq cm and melting point25 deg cen at the rate of 0.25% by weight of cement in controlledcement concrete. (b) Sup and air entering agent conforming to 9103:1999 and ASTM C260. (c) Sup only curing compound conforming to ASTM C 309 Type II, Class A make: Sika/BASF/Fosroc (d) Sup and approved adhesive @0.5% by weight of cement mixed up PQC all as specified and as per manufacturtere's instructions.
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M&L for Forming 25 mm width expansion joint in concrete slab for full depth of PQC. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified, thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS- 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed.
51
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M & L for Forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 120mm widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS- 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed
235
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M & L for Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN- 141875- 2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed.
157
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M & L for Preparation of new or previously untreated concrete of any description over 10 cm width or girth and applying two coats of aqua based paint (painting lines, dashes, arrows, letter etc,) complete all as specified.
208
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M & L for Finishing surface of concrete roads, pavements, by belting complete as specified and directed.
918
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Material & labour for Laying and compacting 150 mm thick (compacted thickness) in two layers of 75mm, Granular Sub Base Course (GSB) grading as per Grade V as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with naturaI sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on 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. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. complete all as specified and as directed.
Note: Each layer shall be provided in seperate operation.
103
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Material & labour 150mm thick in two layers each of 75mm thick (compacted thickness) of Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 as directed
Note: Each layer shall be provided in seperate operation.
103
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Material and labour for preparing un-surfaced WMM surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all dirt etc and applying evenly a prime coat with Bitumen primer VG10 at 10 kg per 10 sq.m. complete all as specified and directed.
103
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Material and labour, premixed dense asphaltic concrete 80 mm laid in two layers each of consolidated thickness of 40 mm with 5.5% binder content of Bitumen grade VG-30 by weight of total mix and crushed stone coarse aggregate of grading 2; mix of aggregate and VG-30 bitumen produced in batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hydrostatic paver finisher and as per approved mix and rolled and compacted to required camber and gradient with 8-10 tonne smooth wheeled, vibratory and tandem roller, complete all as per clause 507 MORTH (5th Revised specification and as specified and directed.)
Notes:- (i) The contractor shall quote the rate against item considering 5.5% VG-30 bitumen content. Job mix formula as per Clause No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from SEMT CME Pune/any IIT/NIT for obtaining Optimum Biner content (OBC) by the contractor without any financial effect to the Deptt and same be sumbitted to the GE for approval. Any variation in binder content on minus side shall be adjusted and no adjustment shall be made on plus side.
206
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(ii) Cost of filler i.e. cement (Ordinary Portland Cement OPC) is deemed to be included unit rate.
(iii) After spreading of mix as per clause 505.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (Smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6-8 tonne smooth wheel tendom roller as per clause nos 507.4.8 and cost of the same is deemed to be included in quoted unit rate..
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M & L for Preparation of new or previously untreated concrete surface of any description n exc 10 cm width or girth and applying two coats of aqua based paint (painting lines, dashes, arrows, letter etc,) complete all as specified.
35
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S&F Supply and fixing glow sign board / display of size (260.5 x 110 mm ) as per att drawing including necessary fixing frame (Iron) shall be pitched into metal conduct of appropriate size / dia (as per manufacturer's instruction), embedded in PCC block (type B-1) of size mentioned in att drg including necessary excavation & earth work in any type of soil complete all as specified and directed.
5
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S&F Supply and fixing glow sign board / display of size (49x90 mm ) as per att drawing including necessary fixing frame (Iron) shall be pitched into metal conduct of appropriate size / dia (as per manufacturer's instruction), embedded in PCC block (type B-1) of size mentioned in att drg including necessary excavation & earth work in any type of soil complete all as specified and directed.
1
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Sch A part-II BARRICADING
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Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out in hard/dense soi, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed by Engr-in-Charge.
48
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M&L for PCC 1:4:8 type D2, 40 mm graded aggregate cement concrete in foundation work complete all as specified and directed by Engr-in-Charge.
1
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M&L for PCC 1:3:6 type C2, 40 mm graded aggregate cement concrete in foundation work complete all as specified and directed by Engr-in-Charge.
5
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M&L for clean sawn second class softwood in scantlings timber fixed in wooden post all as specified and directed by Engr-in-Charge.
2.21
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M&L for 9mm thick plywood, 5 Nos of ply, grade BWR, type BB, fixed with screws to timber frame/post all as specified and directed by Engr-in-Charge.
210
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Dismantling second class haedwood scantling as in post or sturts any section including taking out embedded portion and making good disturbed portion complete all as specified and directed by Engr-in-Charge.
2.21
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Dismantling boarding of any description fixed in any position with screws complete all as specified and directed by Engr-in-Charge.
210
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M&L for preparation of newly untreated surfaces of wooden post and plywood with 02 coat of synthetic enamel paint of any colour over 01 coat of pink primer complete all as specified and directed by Engr-in-Charge.
520
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Sch A part-III CABLE DUCT
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Excavation in trenches not exceeding 1.5 metre wide and not exceding 1.5 metre depth for foundation and getting out in hard/dense soil complete all as specidied.
646.7
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Plain cement concrete M-15, type B-1 (using 20 mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified.
96.9
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Pre cast cement concrete block masonry with solid blocks, type C-1, 1:3:6 (using 20 mm graded stone aggregate exc 10 cm in width and setting in cement mortar 1:6 complete all as specified and directed by Engr- in -Charge.
163.17
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M&L for cement concrete 1:3:6 type C1 (using 20 mm graded crushed stone aggregate) as in lintel upto 1.5m clear span, cills, steps, seismic and other silimmar bands, plinth course, string coursees, lacing courses, parapets and , water troughs and the like incl weathering, slightly rounded or chamfered angles and throating as directed including necessary use of formwork etc complete all as specified.
54.43
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Rendering 15 mm thick in cement mortar 1:4 on fair face of block masonry surfaces finished even and smooth without using extra cement complete all as specified and directed by Engr in Charge.
544
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Mild steel flat iron work as in frameed strcture, wall ties, clamps, plain angle cleats,sraps, hold fast etc conforming to Fe-290 Gde E-165 complete all as specified and directed by Engr- in -Charge.
6272.89
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Mild steel chequered plate Fe-290 (Gde E-165) channel square cut or notched (ordinary, or countr sunk) forming holes with out any attachment complete all as specified and directed by Engr-in -Charge.
36832.2
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Extra for forming fair finished drain or channel 90 cm inner girth in cement concrete, using extra cement, including forms, mould, mi-tred/stopping ends etc.
340
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Returning filling in, including spreading, levellig, watering and well ramming in layers not exc 25 cm complete all as specified and directed
156.17
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Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed , complete all as specified and directed by Engr-in -Charge.
477.53
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Two coats of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surfaces of any desctiption over 10 cm in width and grith not otherwisedescribed complete all as specified and directed
102.54
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M&L for preparation of surfaces of any description wood, steel, iron, concrete, brick, stone, etc exceeding 10 cm in width or grith and applying one coat of black bitumious
109.52
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M&L for preparation of surfaces of any description wood, steel, iron, concrete, brick, stone, etc not exceeding 10 cm in width or grith and applying one coat of black bitumious paint complete all as specified and directed.
22.68
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Sch A part-IV external electric supply
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Removal of surplus excavated material to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge.
13
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M&L for Sand cushioning to under ground cable with dry sand locally available 8cm thick before laying of the cable and 15 cm above the cable, stretching and testing of cable complete all as specified & directed by engineer-in-charge.
9.72
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M&L for un-rainforced precast concrete cable covers class LV, type-1, flat, of size 250mm x 150 mm x 40mm all as specified & directed by Engineer-in-Charge.
900
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Supply, laying, jointing and testing, fixing to wall using clamps/pole/floor or in air or passing through pipes/ducts/road/path/drain, laid in trenches, 1100 volts grade heavy duty electric cable XLPE Insulated ,screened, PVC bedded, galvanized steel wire or wire armoured with electric power cables 1100 Volts grade with stranded aluminium conductor of size 3.5 Core 50 sqmm ISI marked (IS-7098 Part-I) and its latest amendments complete all as specified and directed by Engr-in-charge.
150
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Supply Installation, testing & commissioning of indoor type air cooled constant current regulator of 4 'KW · capcaity suitable for use on input supply voltage 230 +/- 1 0°/o OHz, output power with tapping at 75°/o of rated capacity and output current at highest intensity .6A ,with 5 steps current variation suitable for local and remote control operation with built in 24V/48V DC control supply, digital output ammeter (0-10 Amps), having rotections against over current, open circuit , having meter for indicating earth leakage & provision for positive back indication complete as required, all necessary arrangement, interconnecting the already laid power & control cables, end terminations & earthing connection as required.
1
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Supply and laying of 1 core 6 sq mm size 5 KV grade copper conductor XLPE insulated & Poly Ethylene outer Sheathed Anti Termite & Anti Rodent treated Unarmoured unshielded Underground Cable for airfield lighting Primary Circuit, confirming technical specifications including laying of cable in existing Pipe/Duct ( Note. Pipe /Duct laid vide item Sl.no 4.11 respectively)
3200
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Supply and laying of 1 Core X 4 sqmm., 660V grade stranded copper conouctor un-armoured, XLPE insulated, polyethylene sheathed underground airfield lighting cable generally conforming to IS 7098 Part II as required including laying of cable in existing Pipe/Duct.( (Note. Pipe /Duct laid vide item Sl.no 4.11 respectively)
500
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MS pipes heavy duty for HSD lines of size 40mm dia bore (NB) complete all as specified and as directed by Engineer-in-Charge.
20
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Providing and fixing 8 SWG dia. Gl wire on surface or in recess for loop earthing along with existing trench/duct as required.
2000
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Supplying and laying of following size 40mm dia PN 6 PE 63 HDPE pipe lSI marked along with all accessories like socket, bend, couplers etc. complete with fitting D19 and cutting. jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required and confirming to the technical specification.
1800
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Supply and fixing including making connection of 5 KV grade dry type plug and receptacle primary connector kit with field attachment. The plug and receptacle should be suitable for termination of 5 KV grade single core 6 sq.mm copper conductor, XLPE insulated PE outer sheathed unshielded cable all complete as required and confirming to the technical specification of Airfield lighting system.
30
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Supply and fixing of 600V grade plug & receptacle (Essena Connector) of type II class B connector making connections with the secondary side of isolating transformer using the male adapter and the other end with suitable socket suitable for termination of 1 Core X 4 sqmm., 660V grade stranded copper conductor un-armoured, XLPE insulated. polyethylene sheathed underground airfield lighting cable including applying HT tape complete as required and specified complete in all respect confirming to the specifications of Airfield lighting.
24
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Supply and making connection of 45 watts 5000V, 50 Hz series Isolating Transformers encapsulated in polyester resin, finally moulded in neoprene "type rubber and with pnmary and secondary connections conforming to specification as required.
24
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S&F Gl pipe light grade 50mm dia as protection to cable along the pole/across road crossing/through ceiling/walls with necessary clamps-02 Nos (Flat iron 50x6mm) with nuts and bolts complete all as specified and as directed.
25
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Supply, install, testing and commissioning of Inset omni bi-directional LED taxiway edge lights of colour Blue along with mounting assembly (breakable coupling and other components), connecting leads, gasket, fasteners suitably protected against corrosion and specification of ICAO Annex 14 complete all as specified and directed.
24
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Supply, Installation, Testing. commissioning of Guidance signage board (IP 65 protection) complymg ICAO standard of various sizes fabricated from anodized aluminium profile structure & 2mm thick aluminium sheet, 4mm thick long life imported nonspecular surface polycarbonate signage sheet, symbols of sign shall be made of self·adhesive firm applied on face polycarbonate sheet. Board shall be illuminated With linear LED's & driver(s) i/c all other accessoried suitable converter to operate on 2.8 Amp to 6 6 Amp AC constant current as incoming supply, mounting legs with breakable coupling & base frame, secondary leads. providing cement concrete foundation of suitable size & depth fo each unit. providing pedestal up to 1 mtr all around the signage with 1:2:4 CC of 150 mm thick & finish with neat cement plaster including supply and installation of suitable single capacity/wattage electronic converters,IT,MS boxes etc. complete as required and confirming to tenders technical specifications, terms & conditions etc. complete as required.
6
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Supply and installation of C.l. housing box water tight round type metal container of outside diameter 330 mm and 200 mm height made of 10 mm thick all around except on top surface which is 15mm thick to receive a light fitting base plate on the top and U.G .housing associated with power cable and having a clear holes at the side surface centre 75 mm above bottom surface suitable to receive 1 No. 50 mm dia. and 1 No. 15 mm. dia G.I. pipe and checknut and having earthbolt of M-10 x 40 mm SS welded inside near the hole (100 mm away from the hole center) and having drain hole at the bottom suitably taped to receive 15 mm G.I. pipe and having clear opening of 220 mm dia. at the top and 6 Nos. M-10 taped holes at hole center of 260 mm to receive fittings base plate and bolts including supply of 1 no. neoprene gaskets, 6 nos. M10, 30 mm long stainless steel bolts with washers and including side 1:2:4 concrete of 150mm all around the box etc. complete as required as per specifications.
30
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Supply & Fixing of new generation energy saving and environmental friendly long life 400 watt LED flood light fitting made up of pressure die cast aluminium housing with high power LED (SMD LED chip as per LM 80/IS 16106) as lighting source with 130 lumens/watt, colour temperature 5700-6500K and lens embedded PC cover having top opening separate driver compartment with IP 66 protection (IS:10322 (part 1) 1982 latest)
and impact resistance of IK08 ,luminous flux 42700Im, power consumption -350 watts with10 KV built in surge protection device as light source safety class 1 having a minimum burning 50.000 hours life(LM-80 report) (CRI70. having a beam angle of 120 degree with cool white /warm-light source colour with input voltage of 120 to 277 volts 50 HZ, +/-2 HZ with auto cut off at below 120 volts. 0.95 PF having a operating temperature range of +50 degree celius to-10 degree celius with analog control interface. operating humidity range 10% to 95% RH complete all as specified & directed including the brackets /u-clamps duly painted along with nuts and bolts of mild steel as arrangement for mounting of the flood lights. the flood light shall be comply with complusory registration (CRS) of BIS for safety as per IS 10322(Part 5/section5):2012 as applicable on date .It should be LM 79 n LM 80 and TM21 (Part of LM 80) certified.
6
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Earthing complete with Galvaised steel earth plate electrode 60 cm x 60 cm x 3.15 mm thick buried directly in ground, (Earth pit not less than 2.25 mtr deep below ground level) with top edge of plate not less than 1.5 mtr below normal ground level, connected to and including 4 mm Gl wire as earth lead wire by means of bolts, nuts, check nuts and washers of galvanized standared iron or steel all as specified or indicated in electrical plate no 3 of MES Part-1, including testing on completion including the material and labour of the following: (a) Excavation and earth work for drilling hole for electrode in any type of soil. (b) PCC pit in cement concrete 1:2:4 type B-1. (c) Precast RCC cover with suitable handle 40 mm thick in PCC 1:2:4 type B-1, reinforced with welded steel wire fabric weighing not less than 1.87 Kg/Sqm. .
(d) Funnel with watering pipe of Gl 20 mm nominal bore medium grade and copper lugs etc all as specified. (e) 40 mm nominal bore light grade Gl protection pipe 5 mtr long for proetection of earthing lead from mechanical injury or tempering.
(f) Requisite quantity of common salt and charcoal
(g) Testing of earthing.
8
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Notes: (i) On testing after completion of earthing, if the desired earth resistance is not less than 5 ohm obtained, the earthing will be re-done by the contractor at his own risk and cost to the entire specification of the Engineer-in-Charge. The unit unit rate includes GI pipe up to 7.5 m for protection of earth lead. (ii) If there is required of grid Earthings to achive the desired earth resistance, as directed by Engr-in-Charge, then inter connecting of different earthings shall be done at no extra cost.
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M&L for cutting existing road / PCC hard standing / pavement / drain for taking out / laying of underground cable and including necessary earth work and making good to match with the existing surface with PCC 1:2:4 type C1 using 20mm graded aggregates complete all as specified
30
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Supply,laying,jointing and testing, fixing to wall using clamps/ pole/floor or in air or passing through pipes/ducts/ road /path/drain, laid in trenches, 1100 volts grade heavy duty electric cable XLPE insulated,screened ,PVC bedded, galvanised steel wire or wire armoured with electric power cable 1100 volts grade with stranded aluminium conductor of size 4 core 10 sqmm confirming to IS - 7098 Part-1 and its latest amendments complete all as specified and as directed by Engr-in-Charge .
200
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Supply and fix ABS material SMC weather proof 3 Phase 4 wire IP54 junction box rectangular in shape in grey colour(RAL 7035) with 4 Nos of aluminium bus bars mounted on insulators of inflammable material and fixed with one Nos MCB SP 240 volts and current rating 6 Amps for controlling of flood light including all MS fittings/clamps/hooks /nuts and bolts etc as required for the mounting on po!es/pipe at easily accessible height complete all as specified and directed by Engineer-in-Charge.
6
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Total amount of schedule A part-V schedule of credit of RS 5706410.00.00 for retrived material on srl page no 31 of tender document in PDF format which will be deducted offline during acceptance of tender.
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