Inland Waterways Authority Of India Tender
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Inland Waterways Authority Of India - IWAI Tender
Civil And Construction
Eprocure
Opening Date14 Oct 2021
Closing Date1 Nov 2021
Tender Amount₹ 1,28,65,380
Costs
EMD
Refer DocumentsDocument Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_IWAI_652925_1Bid Award Id
ViewTender No
IWAI/KOL/8/Maia Terminal/2021-22Tender Authority
Inland Waterways Authority Of India ViewPurchaser Address
-Website
http://https://iwai.gov.in/
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Documents
EXECUTION OF DEVELOPMENTAL WORKS AT MAIA (PORTS OF CALL) IWT TERMINAL, MURSHIDABAD, WEST BENGAL ALONG THE INDIA-BANGLADESH PROTOCAL (IBP) ROUTE NO. 5 and 6
BOQ Items
R/f steel in Piles: Providing Steel reinforcement of Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work in 600 dia piles including straightening, cutting, bending, placing in position etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1264.64
-
-
Sand fill in Piles: Supplying and filling with sand in 600 dia pile, including ramming, consolidating etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
3.39
-
-
600 dia MS Liner for pile: Supply, Fabrication & Installation of 600 dia MS liner of 8 mm plate th., including preparation of surface, coated with Epoxy etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
6143.85
-
-
150 mm. Dia MS Pipe for Bollard horn: Supply, Fabrication & Installation of 150 mm. Dia MS Pipe for Bollard horn with 'C' class heavy duty MS Pipe conforming to IS 1239/3589, including preparation of surface, coated with Epoxy etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
12
-
-
Painting on MS liner & Horn: Providing & applying painting works of 250 mm band of Yellow and Black colours alternatively on MS Liner & Horn with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade over New work (two or more coats) including a coat of approved steel primer etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
22.69
-
-
Road connectivity from Afflux bund to Hardstand area for movement of cargo carrying vehicles
-
-
-
Retaining works along Road: Supplying Jhaw / Eucalyptus bullah piles of 15 cm av. diameter and 6.0 /4.0 m length at work site, including dressing and making one end pointed etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
3140
-
-
Labour for driving Jhaw / Eucalyptus bullah piles : Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
2190
-
-
Fitting, fixing bitumen drum sheet: Fitting, fixing bitumen drum sheet to bullah piling and wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at top & bottom and bolts& nuts at top & bottom at every joint of drum sheet with a lapping of 15 cm, including supply of drum sheet, fixture etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
489.38
-
-
Earth Filling in road embankment: Excavating, supplying and filling of local earth (including royalty) by mechanical transport, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankment etc., complete as per drawing and as per direction of Engineer-in-charge. (measurement will be made on the basis of pre & post levels collected at site)
3569.15
-
-
Sub base: Supplying and filling of sand including watering, ramming, consolidating and dressing etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
55.82
-
-
WBM Base course with stone aggregate (thickness 250 mm):
-
-
-
Supplying and stacking of 63 mm to 45 mm size stone aggregate at site.
103.02
-
-
Supplying and stacking of Stone screening 13.2 mm nominal size (Type A) at site
51.51
-
-
Supplying and stacking of Stone screening 11.2 mm nominal size (Type B) at site
51.51
-
-
WBM Base course: Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
206.03
-
-
Earth work: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in compacted road embankment for WBM base including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge., etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
373
-
-
Drainage pipes: Providing and laying Non Pressure NP-4 class (Heavy duty) 600 mm dia R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
36
-
-
Concrete base: Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) in culvert base excluding the cost of centering, shuttering and finishing etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
11.41
-
-
Grass Turf: Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of slopes of embankment, ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance for 30 days or more till the grass establish properly, etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
977.16
-
-
Hardstand area for stacking of Stone chips/other cargo
-
-
-
Earth filling in Hardstand Area: Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge. (Measurement will be made on the basis of pre & post levels collected at site).
2880
-
-
Retaining works along the Periphery of land: Supplying Jhaw / Eucalyptus bullah piles of 15 cm av. diameter and 4.0 m length at work site, including dressing and making one end pointed etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
2240
-
-
Labour for driving Jhaw / Eucalyptus bullah piles : Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1680
-
-
Fitting, fixing bitumen drum sheet: Fitting, fixing bitumen drum sheet to bullah piling and wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at top & bottom and bolts& nuts at top & bottom at every joint of drum sheet with a lapping of 15 cm, including supply of drum sheet, fixture all etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
280
-
-
Sub-Base: Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge
2880
-
-
Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of slopes of embankment, ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance for 30 days or more till the grass establish properly, etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
360
-
-
MS Marine Ladder, Aluminium Gangway & Ramp for ascending/descending from off-shore/on-shore vice versa
-
-
-
Excavating Trenches/Sockets: Excavating trenches/sockets of required depth & width for MS Marine ladder RHS foundation sections, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
12.8
-
-
Surface dressing of the ground: Surface dressing of the ground including removing vegetation and inequalities etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
10.71
-
-
Cement Concrete works in Ramp: 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications and reinforcement of Hard drawn steel wire fabric 75 x 25 mm mesh of weight not less than 7.75 kg/sqm etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
10.71
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, unken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
0.29
-
-
MS Marine Ladder: Supply, Fabrication & Erection of 0.5 m (rung width) of 15.0 m length MS Marine Ladder with Anti-Slip Ladder Rungs @ 300 mm coated with Epoxy etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
953.86
-
-
Handrail: Supply, Fabrication & Erection of 50 mm dia of wt. 6.17 mm G.I. Pipe welded with MS Marine Ladder coated with primer etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
34.32
-
-
Painting on MS Pipe: Painting with Aluminium paint of approved brand and manufacture to give an even shade with two or more coats on new work etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
33.98
-
-
Aluminium Marine Gangway: Providing and supplying of Aluminium Marine Gangway fabricated with Aluminium Rectangular tubes and Aluminium chequred plate of 5 mm th. and other aluminium sections as per the approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge. Nothing extra shall be paid on this account. The weight of aluminium extruded section shall be taken for purpose of payment etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge..
212.95
-
-
Handrail: Supply, Fabrication & Erection of vertical members for handrail with 42.7 mm OD SS pipe welded/Rivited with aluminium marine Gangway including arrangement for knoting PP Ropes etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
9
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-
Hooks for Aluminium Marine Gangway: Supply, Fabrication & Erection of MS TMT Plain bar of dia 30 mm hooks coated with Epoxy etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
25.24
-
-
16 mm dia PP Ropes in handrail: Supply of 16 mm dia PP Ropes etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
3.64
-
-
20 M High Mast at Hardstand Area
-
-
-
Earth work in excavation in Foundation: Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
77.52
-
-
Compacted bed of course sand in foundation: Supplying and filling in foundation with sand including watering, ramming, consolidating and dressing etc., complete all as per drawing, Technical specifications and as per direction of Engineer-in-charge.
5.41
-
-
Single brick flat soling (thickness 75 mm) in foundation: Single brick flat soling (thickness 75 mm) in foundation etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
27.04
-
-
Position Cement Concrete in foundation: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
2.7
-
-
RCC Works in foundation: Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix in the foundation works for 20.0 m Height Mast, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately)etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
17.25
-
-
R/f steel in foundation works: Steel reinforcement of Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work in 600 dia piles including straightening, cutting, bending, placing in position etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1338
-
-
Banking excavated earth in foundation: Banking excavated earth in foundation in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
54.05
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
17.2
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and
cantilevers etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
14
-
-
Providing 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
10.6
-
-
20 m High mast: Supply and erection of 20 Mtr. height dip galvanised High mast made of HT steel of grade S355 of BSEN 10025 of of three sections 3mm ( top ) 4 mm ( middle ) 5 mm ( bottom ) thick G.I. sheet in three section with minimum 540 mm ( A/F ) bottom & 150 mm ( A/F ) top . High mast should be supplied with base plate of 30 mm ( thick ) ,12 nos. 1500 mm long foundation bolt / nut including required template alongwith head frame, luminaires carriage suitable for 12 nos. luminaires in symmetrical arrangement . High mast should be with raising lowering system comprising double drum winch, 5mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightning finial , aviation obstruction light . 2 Nos. 63 dia flexible pipe to be supplied with high mast for cable entry through foundation etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1
-
-
Flood light fittings (12 nos) : Supply and erection of 350 W (+/- 5 W ) LED Flood light luminaires with all accessories including connecting wire and fixing hardware with lantern carriage .Fittings and driver are BIS certified etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1
-
-
Feeder pillar for High mast : Supply erection including civil foundation of outdoor stand mounted feeder pillar for High mast with 32A TPN MCB incomer, single dial time switch, 25A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button, Incoming 35 sq. mm and outgoing 16 & 2.5 sq. mm terminals etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1
-
-
Cable: Supply, laying and connecting end termination of of 1.1kV grade, 3.5CX16.0 sq.mm Aluminium conductor, armoured, XLPE insulated cable as per IS 7098 (to latest amendment) for High Mast etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
300
-
-
9 Mtr. height dip galvanised octagonal poles along approach road
-
-
-
Earth work in excavation in Foundation by mechanical means(Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
6.16
-
-
Compacted bed of course sand in foundation: Supplying and filling of course sand in foundation, including watering, ramming, consolidating and dressing etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
0.16
-
-
Single brick flat soling (thickness 75 mm) in foundation: Supply and laying of Single brick flat soling (thickness 75 mm) in foundation etc., complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
3.2
-
-
Position Cement Concrete in foundation: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
0.32
-
-
RCC Works in foundation: Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix in the foundation works for 9.0 m height street lights, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately) etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
4.43
-
-
R/f steel in Piles: Steel reinforcement of Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work in foundation pedestals including straightening, cutting, bending, placing in position etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
347.76
-
-
Banking excavated earth in foundation: Banking excavated earth in foundation in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, etc., all complete as per drawing, Technical specifications and as per direction of Engineer-in-charge.
2.38
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
19.8
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and
cantilevers etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
9.12
-
-
Providing 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
10.92
-
-
9 Mtr. height octagonal pole: Supply and erection of 9 Mtr. height dip galvanised octagonal pole made of HT steel of grade S355 of BSEN 10025 . Pole is made up of 3mm thick G.I. sheet with minimum 155 mm ( A/F ) bottom & 70mm ( A/F ) top . Pole should be supplied with base plate of size 260 mm x260 mm x 16mm ( thick ) , 4 nos.750 mm long J type foundation bolt / nut including required template & 1000 mm single arm bracket . Pole should be provided with in built termination facility for connection of 4 Core cable and bakelite sheet with one 6A SP MCB and 16sqmm stub . 2 Nos. 63 dia flexible pipe to be supplied with pole for cable entry through foundation etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
5
-
-
Street light fittings: Supply and erection of 120 W LED Street light luminaries with all accessories. Luminaries should be manufactured from High powered LED Chip of Nichia, Osram, Lumileds (Erstwhile Philips Lumileds), CREE make etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
5
-
-
Cable: Supply, laying and connecting end termination of of 1.1kV grade, 4.0CX4.0 sq.mm Copper conductor, armoured, XLPE insulated cable as per IS 7098 (to latest amendment) for Street lights etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
200
-
-
Micro tunneling: Supply and laying of 100 mm dia DWC pipe as per IS 14930 (to latest amendment) from Distributing board to feeder pillar for laying of cable under road ( as required ) including excavation, backfilling keeping the surface good etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
40
-
-
Earthing: Provision for earthing including supply of material, 20mm dia, 1.5Mtr long MS Rod for JB/Feeder pillar earthing., 8 SWG GI wire. For pole , 40mm dia, 2.5Mtr long GI Pipe and 25 6mm GI Strip for High mast panel and DB earthing etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
9
-
-
Water supply facilities: Bore well and its Accessories & Water storage tank
-
-
-
Boring/drilling bore well of 300 mm dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
150
-
-
Supply of approved quality washed graded gravel of size 3 mm to 6 mm including packing the same in angular space between casing pipe and bore hole. Before packing, the gravel shall be screened and all undersized and oversized particles shall be removed. The gravel shall be free from all impurities and foreign materials, etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
90
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) 250 mm nominal size dia pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
90
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, 50 mm dia. HDPE pipe, including required hire and labour charges, fittings & accessories etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
70
-
-
Supplying and Lowering the Kalama or KSB Kalama/ Jyoti / Kirloskar / Amrut make submersible water filled pump of 5 HP in bore well etc., completed as directed including ISI approved MEI type water immersed auto transformer starter commissioning and testing to required delivery head etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1
-
-
Providing & Joining 10 mm flat cable flat copper cables sufficient for 5 HP pump set etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
70
-
-
Providing & Fixing panel Board with a main fuse connection, Ampere meter, Voltmeter , 3 phase switch single phase preventor cum water level guard and male and female type socket 3 phase indicator lamps and toggle switch etc., including all wiring / earthing etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1
-
-
Supplying, fitting and fixing adaptor, reducer and other miscellaneous fitting as required and as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1
-
-
Supplying, fitting and fixing 1000 lrt water tank of four layer including all its fittings etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1
-
-
Providing and laying cement sealing work for drilled bore-well hole to stop entry of any waste material including clay packing as required at site etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1
-
-
Providing Steel Structural Platform for keeping the Water Tank along with pipe lines and taps etc., all complete, as per drawing, Technical specifications and as per direction of Engineer-in-charge.
1
-
-
Carryout Survey (Topographical & Hydrographic), Soil investigation, CBR value of the sub grade, Establishment of Permanent Bench Mark and its datum at site and vetting of drawings attached with this bid, its detailed design calculations, etc from the Charted Engineer/Govt. Agency/Other Licensed agency. (Note: The report/document shall be submitted before execution of the work.) etc., complete as per ToR of Section VI and as per direction of Engineer-in-charge.
1
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-
including all taxes excluding GST
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