Military Engineer Services Tender
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Military Engineer Services - MES Tender
Survey Works
Eprocure
Opening Date10 Jul 2020
Closing Date31 Aug 2020
Tender Amount₹ 23,20,000
Costs
EMD
₹ 46,400Document Cost
₹ 500Tender Fee
Refer Documents
Summary
8175-provn Of Water Treatment Plant For Quarry Well At Ota Under Ge Stm, Chennai.
Description
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Contact
Tender Id
2020_MES_339385_2Bid Award Id
ViewTender No
8175-PROVN OF WATER TREATMENT PLANT FOR QUARRY WELTender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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(c) Hypochloride dosing system: Hypochloride dosing system of electronic metering pump type 01 No of discharge capacity 0 to 16 LPH with solution tank made of HDPE 100 Ltrs capacity - 01 No,including NAOCL chemical for dosing one year used. model- Indion Dosing. Make : Ion Exchange (I) Ltd or eqivalent in other approved makes.
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(d) PRESSURE FEED SAND FILTER(multigrade): 01 No ,made of mildsteel with one coat of red oxide and two coat of enamel finish paint of size 800mm dia, height on straight 1875mm of flow rate 10m3/hr, miminum operating presure 2kg/cm2 miximum operating pressure 3.5kg/cm2, graded sand and gravels of filtering media with necessary frantol pipe work 01 nos and pressure gauge -02 Nos and necessary operating valves, Make- Ion exchange (I) Ltd- model:INDION MGF 800 or eqivalent in other approved makes.
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(e) Activated carbon filter: 01 No, made of mildsteel epoxy coated internal surface and one coad of red oxide with two coat of enamel finish paint of size 800m dia, height on straight -1875mm with flow rate 10m3/hr of operating pressure 2 to 3.5 kg/cm2, granual activated carbon filtering media with necessary frantol pipe work 01 nos and pressure gauge -02 Nos and necessary operating valves, Make- Ion exchange (I) Ltd- model:INDION ACF 800 or eqivalent in other approved makes.
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(f) UV Treatment: Ultra violet treatment equipment single phase AC, 240 volt, 50-60 Hz - 01 No, operating flow rate 10m3/hr, low pressure, high performance quartz lamps (UV lamp type), make- universal or other approved make.
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(g) Sludge transfer pump: Sludge transfer pump of capacity 3 Hp, AC 3 phase- 01 No, operating flow rate 10m3/hr etc complete -01 No Make- kirloskar or equivalent approved make.
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(h) Treated water transfer pumps: 02 Nos (01W+01S ), Treated water transfer pumps of capaccity 3 Hp, of flow rate 10m3/hr. Make- Kirloskar/Texmo/KSB
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j). Motor Control Panel: Suitable for 3 phase 4 wire, 500 volts AC supply and having 4 Nos copper bus bar for distribution system and type tested at CPRI, fabricated . The feeder pillar shall be provided with suitable Neoprene rubber gasket to make it completely dust and vermin proof and degree of protection not less than IP-55 and general construction conforming to IS : 13947. The feeder pillar shall be made out of 2.00mm thick CRCA mild steel sheet and 2.00mm thick gland plate duly compartmentalized for each control gear and bus-bar. The feeder pillar shall be provided with ventilation facility in the form of louvers for better heat dissipation. The MCC/panel shall be comprising of the followings. Suitable capacity incomer, voltmeter, ammeter, indication lamps-03 Nos,with outgoing starters &Single phase preventar(SPP), control MCCBs/MCBs for the following drives :-
(i) filter feed pump 2 Nos, (ii) dosing system -01 No (MCB) (iii) Treaded water tank high level switch - 1 No (with 10 mtr cable) (iv) Static mixer - 01 No, (iv) sluage transfer pump -01 No, (v) treated water transfer pump 2 Nos (vi) necessary coper armoured cabling from MCC to the corresponding drives shall be done to a maximum cableing distance (10mtrs for each driver).
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Note:
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(A) Interconnecting pipe work : UPVC/HDPE pipe Between suction of filter feed pump ( necessary length on section side of each pumps) to inlet of treated water tank etc and any other inter connection pipe required should be within the scope of the items./Contractor should supply and installed without any extra cost.
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(B) Civil Works - Civil works for foundation of the following :- (i) Filter feed pump padestal 02 set (ii) Sluage transfer pump pedestal -1 No (iii) treated water transfer pump peedestal 2 Nos (iv) SFMT pedestal - 01 No (v) Lamella clarifier pedestal 01 No (vi) Traded water transfer pump pedestal 02 Nos with in the scope of the items./Contractor should supply and installed without any extra cost.
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(C) Any PVC/UPVC tank of capacity up to 2000 LTRS required for treated water storage should be with in the same scope/Contractor should supply and installed without any extra cost.
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Supply & laying tubes, High density polyethylene pipes (HDPE ) of pressure rating 6 kgf/cm2 of size 50mm inner dia, fixed screwed socket joint (brass threaded) together with and including all fittings laid in treanches including testing complete all as specified and as directed
215
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Supply and laying and testing LT UG cable XLPE armoured cable of size 3.5 core 50 sqmm 1100 volts grade, aluminium conductor including aluminium lugs and thimples complete all as directed
225
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Excavating in trenches not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth for foundation for laying pipes etc and getting out in hard / dense soil all as specified and directed
84.2
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Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm in soil all as specified and directed.
63.65
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Removing excavated material/ surplus soil to a distance not exceeding 50 meters and depositing where directed at a level not exceeding 1.5 meter above the starting point all as directed.
24.3
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Supply, lay / spread in trenches, river sand including cleaning, spreading, leveling, punning for laying /cushioning of cable all as specified and as directed.
Note :- Punned thickness shall be measured and paid.
18.23
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Supply and laying in trenches burnt Bricks, old size, Sub class "B" for cable protection all as specified and directed.
1760
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Supply and fixing gun metal globe or gate valve of brass heavy duty ISI marked with iron wheel head, butterfly handle screwed both ends for iron pipe of 50mm bore complete in place of all as directed fixed in wall and ground.
2
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Supply and laying GI tubing of 50mm bore galvanized light grade of any length including fittings in trenches/on floors/ walls etc.complete for cable protection all as specified and directed.
12
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Cutting the existing bituminous road / cement concrete surface 150mm thick to the required width and depth for laying pipe lines and making good the disturbed area to match with existing complete all as specified.
1.5
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M&L for plain cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in sub base of pump set including necessary form work complete all as specified and as directed.
0.54
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Earthing complete with galvanised steel earth plate electrode 60x60cmx 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to galvanised iron strip 25x4mm as earth strip by means of bolts, nuts, check nuts and washer of galvanised iron or steel all as shown in Electrical plate No. 3, SSR Part I- 2009 with 400 mm dia medium grade GI pipe as a protection to earth strip and 15 mm dia medium grade GI pipe for watering purpose including excavation and earth work in any type of soil, funnel, wire mesh, PCC pit, RCC cover, CI frame etc complete and connected to earthing test point all as specified or indicated including testing on completion.
10
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Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in hard/dense soil
25
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M&L for PCC 1:4:8 type D2 as in foundations, filling and mass concrete complete all as specified.
0.8
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Forwork to sides of concrete foundation, sides apron to abutment and wing wall,basement slab with rough finished surfaces of flat concrete complete all as specified.
2
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M&L for RCC M-30 as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc basement slabs, under-reamed piles and mass concrete all as specified.
2.1
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M&L for formwork to sides of pillars, posts, struts, piers, columns, and stanchions rough finished square or rectangular all as specified.
14
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M&L for RCC M-30 as in columns, pillars, piers, posts and struts all as specified.
1.1
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M&L Formwork to sides and soffits of floor or roof beams, Pinth beam, etc complete all as specified.
21
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M&L Form work to soffits of suspended slabs such as roof slabs and similar work not exceeding 200mm thick in flat rough finished surfaces of concrete all as specified.
16.5
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M&L for RCC M-30 as in slab supported on wall, beams and columns in floors, roofs, landings,balconies, canopies deck slab and in shelves and like all as specified.
1.6
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M&L for RCC M-30 as in beams, cantilevers, bressumers, lintels over 1.50m span and like all as specified.
0.85
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M&L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified.
350
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M&L Mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders all as specified.
333
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M&L for 75mm thick PCC 1:4:8 type C-2 (using 40mm graded stone aggregate) as in sub base of floor all as specified.
9
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M&L for 40mm thick PCC 1:2:4 type B-0 (using 12.5mm graded stone aggregate) as in floor all as specified.
9
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M & L PCC 1:3:6 type C1 (using 20 mm graded stone aggregate), as in plinth protection 75mm thick finished even and smooth without using extra cement including necessary form work all as specified
14
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Hardcore of gauge n exc 63 mm deposited spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface of broken stone or boulders all as specified.
1.5
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M&L Brick work with fly ash bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 all as specified.
7
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M&L Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth without using extra cement all as specified.
32
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M&L Rendering 10mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and smooth without using extra cement all as specified.
30
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M&L Rendering 5 mm thick in CM 1:3 on concrete surfaces as in ceiling, finished even and smooth without using extra cement all as specified.
16.5
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M&L for preparation of surfaces plastered or unplastered on new surfaces on walls and appling two coat of cement base paint over a coat of alkali resistant priming all as specified.
32
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M&L for preparation of surfaces plastered or unplastered on new surfaces on walls and appling three coats of white wash all as specified.
30
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Preparing surfaces plastered or unplastered on new surfaces on ceiling and appling three coats of white wash all as specified.
16.5
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S&F 2nd class hard wood for plain, solid, straight chowkats and frames, wrought, framed rebated on the solid put together jonts all as specified.
0.1
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S&F 35mm thick for 2nd class hard wood for plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers: supplied and fitted to chowkats all as specified.
2.52
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Second class hardwood 30mm thick glazed and skeleton window/vent shutters, open rebated and prepared to receive glass, gauze etc., with sash bars, edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc., sizes of members of shutters as specified in SSR Part-I, Section 8, clause 8.24 (b) and supplied and fitted to chowkats.
2.4
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S&F Sheet glass 4mm thick ordinary quality and glazing with 12mm square beading in squares n.exc 0.5 Sq.m in each pane all as specified.
1
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Preparation of new or previously untreated wooden surfaces of any description, not otherwise described, over 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of pink primer.
10.5
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M&L Preparing surfaces of wood and wood based materials new or old of chowkats area tarred exc 0.1 Sqm but n.exc 0.5 Sqm each and treated with tar or coal tar black paint.
0.03
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S&F MS work as for hold fasts conforming to Fe 290 Gde-E -165 all as specified.
2.05
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S&F Butt hinges 100mm, cold rolled mild steel, medium weight.all as specified.
6
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All as per item No 44 here-in-before but 75 mm size.
8
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S&F Alumininum anodised barrel tower bolts of extruded section 200mm size all as specified.
2
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All as per item No 46 here-in-before but 125 mm size.
8
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S&F Extruded aluminium alloy handles, fabricated type, anodised 150mm long all as specified.
2
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All as per item No 48 here-in-before but 125 mm size.
4
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S&F 300 mm long Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolt and sliding bolts of extruded sections or cast aluminium alloy and fixed.
1
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M&L cement Sceed bed 20mm thick in cm 1:4 with using 3% of waterproofing compound by weight of cement.
Note :- Water proofing compound will be measured and paid separately.
16.5
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Supply only integral water proofing compound.
4
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Material & labour for water proofing treatment with APP modified prefabricated five layer water proofing membrane, not less than 3mm thick and weighing not less than 3.60 Kg/Sqm reinforced with non woven polyester matt black finished over compatiable primer at 0.3 litre/Sqm, touching the membrane on whole surface uniformly while unrolling the membrane by LPG and sealed with trowel after necessary preparation of surface complete all as per manufactures instructions and finally finished with a coat of bit mastic aluminium paint over the membrane. The over lap joint shall be provided of 75mm in longitudinal direction and 100mm in tranverse direction respectively. All the angles, abutments and the drainage outlets shall be sealed with extra care to ensure full bondage. Note :- The work shall be carried out by authorised applicators of manufactures only.
16.5
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