Military Engineer Services Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Military Engineer Services - MES Tender
Water Storage And Supply
Eprocure
Opening Date22 Nov 2024
Closing Date13 Dec 2024
Tender Amount₹ 49,99,000
Costs
EMD
₹ 1,00,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Repair Maint Of Water Supply Distribution System Attending Day To Day Water Overflow Leakage Related Complaints And Other Misc Water Supply Works
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MES_685190_1Tender No
8985/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
REPAIR MAINT OF WATER SUPPLY DISTRIBUTION SYSTEM ATTENDING DAY TO DAY WATER OVERFLOW LEAKAGE RELATED COMPLAINTS AND OTHER MISC WATER SUPPLY WORKS AT AFS JALAHALLI WEST
REPAIR MAINT OF WATER SUPPLY DISTRIBUTION SYSTEM ATTENDING DAY TO DAY WATER OVERFLOW LEAKAGE RELATED COMPLAINTS AND OTHER MISC WATER SUPPLY WORKS AT AFS JALAHALLI WEST
REPAIR MAINT OF WATER SUPPLY DISTRIBUTION SYSTEM ATTENDING DAY TO DAY WATER OVERFLOW LEAKAGE RELATED COMPLAINTS AND OTHER MISC WATER SUPPLY WORKS AT AFS JALAHALLI WEST
REPAIR MAINT OF WATER SUPPLY DISTRIBUTION SYSTEM ATTENDING DAY TO DAY WATER OVERFLOW LEAKAGE RELATED COMPLAINTS AND OTHER MISC WATER SUPPLY WORKS AT AFS JALAHALLI WEST
BOQ Items
Material and labour for Spreading ribbed soil in trenches as in cable cushioning all as per IS 1255-1983, complete all as specified and directed.
Note :- (i) Excavated approved soil shall be ribbed by using sieve to separate composite particles etc. as per IS and refilling in trenches before laying of cable 8 CM and 15 CM after laying of cable. This is then gently punned down to a depth of 10 cm above the top of upper most cable (ii) For the purpose of measurement only punned thickness shall be considered for payment.
58.52
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-
Taking down and relaying of existing serviceable GI tubing / connection in new or old positions including cleaning, cutting, threading all as directed, along with new GI fittings where ever replaced and required at site 40 to 50 mm bore complete all as specified and directed. Note: Excavation & earthwork shall be measured & paid seperately
350
-
-
Taking down and relaying of existing serviceable GI tubing / connection in new or old positions including cleaning, cutting, threading all as directed, along with new GI fittings where ever replaced and required at site of site 15 to 25 mm bore complete all as specified and directed. Note: Excavation & earthwork shall be measured & paid seperately
450
-
-
Demolition of Brickwork or precast concrete block walling including wall quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone work and concrete articles built in cement mortar complete all as specified or directed.
2.5
-
-
M&L for Pre-cast cement concrete block masonry with solid blocks, of PCC (1:3:6) type C-1 exc. 10 cm in width and setting in cement mortor 1 : 4, complete, in walls all as specified and directed.
2.5
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-
Supply & Fix as in replacement of GI tubing medium grade of size 50 mm bore with all fittings on wall/ trenches complete including cutting and thereading all as required at site complete all as specified directed.
Note: Excavation & earthwork shall be measured & paid seperately
200
-
-
Supply & Fix as in replacement of GI tubing medium grade of size 40 mm bore with all fittings on wall/ trenches complete including cutting and thereading all as required at site complete all as specified directed.
Note: Excavation & earthwork shall be measured & paid seperately
300
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-
S&F in replacement Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed of size 50mm complete all as specified and directed.
8
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-
S&F in repair Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed of size 40 mm complete all as specified and directed
12
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-
Making arrangement to flush out the existing pipe line of any type 40 mmto 50 mm bore and upto 100m length, applying 4.5 N/sqmm pressure kg/sq cm pressure to remove scalings/ sludges/ other blocking materials to make smooth flow of water including testing all as specified and directed. Note (i) The Contractor is deemed to arrange necessary tools and equipments, removing or alteration of fittings from existing pipe lines, arragement of plugging devices, etc to build up specified pressure required to wash out the pipes. This will be inclusive in quoted rate. (ii) Excavation and earth work required will be measured and paid seperately. (iii) The flushing out will be carried out with fresh filled water only duly chlorinated with specified sodium hypochlorite solution to disinfect the pipe lines from all pathogens and Coliform organisms.This will be inclusive in quoted rate. (iv) If the delay is more then 06 hrs period and the GE is not satisfied with the reason for delay then penalty at the rate of Rs 300/- per job shall be deducted from the dues of the contractor. Please note that this penalty is exclusively other than the condition 67 of IAFW - 2249 and shall be treated as interim condition of the contract and shall be enforce above as and when delay in individual job is noticed and no claim whatsoever on this account shall be entertained by the Deptt.
10
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-
Supply and fix of PVC water tank 500 ltrs capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) (three layer white colour) hoisted and fixed in position all as specified in SSR Part-I ,complete all as directed incl disconnecting existing tank of any description and any capacity complete and specified and directed.
15
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-
Supply and fix in repairs lids for polyethylene water storage tanks, threaded or hinged type as per existing incl PTMT nuts/binding wire complete all as specified and directed suitable for up to 1000Ltrs cap of tanks.
450
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-
Supply and fix in replacement PVC Ball valve ISI marked high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe and fixed of size 20 mm complete all as specified and directed
350
-
-
Supply and fix GI tank nipple of size 20 mm suitable for PVC water tank complete all as specified and as directed.
20
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-
Material and labour for dewatering & Cleaning of RCC Over Head Tanks of the following capacities by comprising of the followings 09 (NINE) stage of cleaning process complete all as specified and directed:-
(i) De-watering by high pressure submersible pump all complete (Notes for item No 02 to 14 :- The Bidder shall take into consideration for following points while quoting his rate for this item and the unit rate is deemed to be included for :- (i) The contractor shall provide dewatering pump of suitable capacity and mobile generator for operation of dewatering by high pressure submersible pump (or) Diesel driven high pressure pump and the rate quoted is inclusive of rent/hiring charges complete. (ii) Cutting and filling, cleared of shrubs, vegetation, grass bush, weed, trees and sapling not exceeding 30 cm in girth, measured at a height of two metre above ground level. Useful material shall be stacked.
(iii) Material removed from the tank shall be disposed off to out side MD land.
(iv) Tank shall be made available for cleaning for a period of 8 hours only and contractor has to arrange sufficient labour/ T&P to complete the job with the given period only. or otherwise penalty shall be imposed @ Rs 500/- per day.
(v) All safety gadgets like safety Belts, special safety ladder, Helmets, Heavy Duty Gum Boots, Gloves, Safety Goggles, Masks, Aprons, etc. for complete security safe operations, Storage and Cleaning equipment’s like Scrubbers/Wipers, Storage drums, Sludge Collectors and Cisterns, etc. must be integral part of system. (vi) Removal of sludge from RCC Over Head Tanks
(vii) Cleaning of walls, floors, ceiling etc by high pressure jet pump 80-180 bar pressure all complete
(viii) Removing dirt and sludge by vacuum pump
(ix) Anti- Bacterial Treatment of inside of tank effective against all pathogens all complete.
(x) Sterilization of the tank atomosphere by UV radiation inside of the tank.
(xi) Applying one coat of white wash internal surfaces.
(xii) Replace nylon net for vent pipes & man hole cover
(xiii) Writing letter in bold with white paint on black colour back ground such as sump number, capacity, cleaned on Date & Due on Date etc
-
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-
250000 gallon capacity 22 Mt height at ETI Tank
1
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-
150000 gallon capacity 22 Mt height Height at Bhatiya tank
1
-
-
150000 gallon capacity 15 Mtr height at GLR 1 and GLR 2 Double tank
2
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-
150000 gallon capacity 12.5 Mtr height at IMH Area
1
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-
150000 gallon capacity 22 Mt height at E&ITI Tank
1
-
-
100000 gallon capacity 18 Mtr height at Bhatia tank,West
1
-
-
75000 gallon capacity 18 Mtr height at Umbrella tank
1
-
-
50000 gallon capacity 18 Mtr height at Domestic Area
1
-
-
30000 gallon capacity 25 Mtr height at CE Complex
1
-
-
25000 gallon capacity 16 Mtr height at MAP, 54 Civ.
3
-
-
25000 gallon capacity 18 Mtr height at Double tank 168 WO
1
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-
20000 gallon capacity 12 Mtr height at Height at KV School
1
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-
20000 gallon capacity 12 Mtr height at 90 CIV Pump House
1
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-
Clearing the bushes trunk girth not exceeding 10 cm and area around valve chambers upto 1.0 mtrs and depositing at a distance not exceeding 50 mtrs from starting point etc complete all as specified and directed
3000
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-
Supply & Fix as in replacement of GI tubing medium grade of size 25 mm bore with all fittings on wall/ trenches complete including cutting and thereading all as required at site complete all as specified directed. Note: Excavation & earthwork shall be measured & paid seperately
300
-
-
Supply & Fix as in replacement of GI tubing medium grade of size 20 mm bore with all fittings on wall/ trenches complete including cutting and thereading all as required at site complete all as specified directed. Note: Excavation & earthwork shall be measured & paid seperately
280
-
-
S&F in repair Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed of size 25 mm complete all as specified and directed.
10
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-
S&F in repair Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed of size 20 mm complete all as specified and directed.
15
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-
Supply & Fix as in replacement of GI tubing medium grade of size 15 mm bore with all fittings on wall/ trenches complete including cutting and thereading all as required at site complete all as specified directed. Note: Excavation & earthwork shall be measured & paid seperately
250
-
-
S&F in repair Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed of size 15 mm complete all as specified and directed.
10
-
-
Supply and fix of PVC water tank 1000 ltrs capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) (three layer white colour) hoisted and fixed in position all as specified in SSR Part-I ,complete all as directed incl disconnecting existing tank of any description and any capacity compete and specified and directed.
8
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-
Supply and fix in replacement PVC Ball valve ISI marked high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe and fixed of size 25 mm complete all as specified and directed
240
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-
Supply and fix GI tank nipple of size 25 mm suitable for PVC water tank complete all as specified and as directed.
30
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-
Making arrangement to flush out the existing pipe line of any type up to 25 mm bore and upto 30 m length, applying 4.5 N/sqmm pressure kg/sq cm pressure to remove scalings/ sludges/ other blocking materials to make smooth flow of water including testing all as specified and directed. Note (i) The Contractor is deemed to arrange necessary tools and equipments, removing or alteration of fittings from existing pipe lines, arragement of plugging devices, etc to build up specified pressure required to wash out the pipes. This will be inclusive in quoted rate. (ii) Excavation and earth work required will be measured and paid seperately. (iii) The flushing out will be carried out with fresh filled water of well duly chlorinated with specified sodium hypochlorite solution to disinfect the pipe lines from all pathogens and Coliform organisms.This will be inclusive in quoted rate. (iv) If the delay is more then 06 hrs period and the GE is not satisfied with the reason for delay then penalty at the rate of Rs 200/- per job shall be deducted from the dues of the contractor. Please note that this penalty is exclusively other than the condition 67 of IAFW - 2249 and shall be treated as interim condition of the contract and shall be enforce above as and when delay in individual job is noticed and no claim whatsoever on this account shall be entertained by the Deptt.
20
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-
Material and labour for Attending day to day water supply service related complaints like choking of rising main pipes of buildings, blockage in control valves/ float valves/ pipe fittings, etc, applying necessary engineering efforts like dismantle of pipes and fittings to clean and remove blocking objects, descaling of pipes, re-fixing of pipes on wall, etc to restore the proper flow of water to service tanks all as specified and directed.
450
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-
Note :- (a) The contractor has to attend above mentioned job in any location of entire AFS jalahalli West area
-
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-
(b) The service tanks are positioned on roof top of multi storied buildings upto three storey. Contractor is responsible to ensure that the labour employed should be equipped with safety gears like industrial helmet, safety belt, extendable ladder of 40 feet length, plumbing and cuttings tools, etc.
-
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(c) The cost of rethreading of GI pipes of 25mm dia and adding of new GI nipple of suitable length after rethreading is deemed to be included in the quoted rate.
-
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-
(d) Due to shortage of water in the station, the repair work and testing required under this item need to be carried out during water supply distribution hours i.e. 5:30 AM to 7:30 AM. Nothing extra shall be permitted in this regard.
-
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-
(e) The cost of repair to the damages of cemented surfaces/ external finishes/ metal clamps of rising pipes are also deemed to be included in the quoted rate.
-
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-
(f) In case of any delay in attending the complaint more than 6 hrs after handing over routine/urgent complaints, the contractor shall be liable to pay the penalty as described in penalty clause given here as under.
-
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-
(g) If the delay is more then 06 hrs period and the GE is not satisfied with the reason for delay then penalty at the rate of Rs 100/- per job shall be deducted from the dues of the contractor. Please note that this penalty is exclusively other then the condition 67 of IAFW - 2249 and shall be treated as interim condition of the contract and shall be enforced above as and when delay in individual job is noticed and no claim whatsoever on this account shall be entertained by the Deptt.
-
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(h) The decision of the Accepting Officer in this regard shall be final and binding.
-
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-
S & F in replacement Bib taps, cast copper alloy chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe fixed of size 15 mm for brass ferrule fancy type and fixed complete all as specified and directed.
20
-
-
Material and labour for dewatering & Cleaning of RCC UG sumps of the following capacities by comprising of the followings 09 (Nine) stage of cleaning process complete all as specified and directed
(i) De-watering by high pressure submersible pump complete (Note for item No 24 to 31 :- The Bidder shall take into consideration for following points while quoting his rate for these items and the unit rate is deemed to be included for :- (i) The contractor shall provide dewatering pump of suitable capacity and mobile generator for operation of dewatering by high pressure submersible pump (or) Diesel driven high pressure pump and the rate quoted is inclusive of rent/hiring charges complete. (ii) Cutting and filling cleared of shrubs, vegetation, grass bush, weed, trees and sapling not exceeding 30 cm in girth, measured at a height of two metre above ground level. Useful material shall be stacked.
(iii) Material removed from the tank shall be disposed off out side MD land.
(iv) Tank shall be made available for cleaning for a period of 8 hours only and contractor has to arrange sufficient labour/ T&P to complete the job with the given period only. or otherwise penality shall be imposed @ Rs 500/- per day.
(v) Removal of sludge from sump
(vi) Cleaning of walls, floors, ceiling etc by high pressure jet pump 80-180 bar pressure all complete
(vii) Removing dirt and sludge by vaccum pump
(viii) Anti- Bacterial Treatment of inside of tank is effective against all pathogens all complete.
(ix) Sterilization of the tank atomosphere by UV radiation inside of the tank.
(x) Applying one coat of white wash internal surfaces.
(xi) Replace nylon net for vent pipes & man hole cover
(xii) Writing letter in bold with white paint on black colour back ground such as sump number, capacity, cleaned on Date & Due on Date etc
-
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Underground sump of capacity 200000 gallon at Range pump house.
1
-
-
Semi underground sump of capacity 200000 gallon at Ayyappa Temple/ pump house.
1
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Semi underground sump of capacity 120000 gallon at Service tank Pump house
2
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-
Underground sump of capacity 50000 gallon at Gurukul
2
-
-
Semi underground sump capacity of 50000 at AFTC Pump House
1
-
-
Underground sump of capacity two tank 50000 gallon each at AFTC Pump House, range pump house
2
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-
Underground sump of capacity 20000 gallon at 91 CIV Pump house
1
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-
Underground sump of capacity 10000 gallon at CE Complex/ pump house
1
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Supply and fixing Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, hinges and handles etc. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 (Brackets over 10 kg each to be measured under 'Structural Steel for fabrication of valve pit chamber, raising main support and motor foundation supports etc. complete all as specifiec and directed.
80
-
-
Material and labour for Fabricate supply and fix valve chamber covers made out of suitable size MS angle/MS plate/flat/rod, hinges, locking arrangement including painting with two coats of synthetic enamel paint over one coat of red oxide primer including removimg existing unserviceable rusted cover all as directed.
80
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-
Material and labour for Painting with two coats of synthetic enamel paint over coat of zink chrome on surfaces of any description, over 10cm in width or girth,not otherwise described complete all as specifiec and directed.
150
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-
Supply of calcium based high strength chlorination chemical for water in granular form chlorine concentration level having 65%-70% chlorine content packed in 45 Kg capacity in factory sealed HDPE Container superior quality suitable for treatment of drinking water complete all as specified and directed.
Note:The material should be delivered at watersupply installation as per direction of AGE E/M as & when required during the contract period.
1440
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-
Supply and fixing in repair 25 mm dia Unplasticiced PVC Pipes of pressure rating 10kgf/cm2 including fittings like socket / union / Tee / Reducer / Nipple etc complete fixed to wall/ceilings/ in floors etc, complete all as specified and directed.
75
-
-
Supply and fixing in repair 20 mm dia Unplasticiced PVC Pipes of pressure rating 10kgf/cm2 including fittings like socket / union / Tee / Reducer / Nipple etc complete fixed to wall/ceilings/ in floors etc, complete all as specified and directed.
80
-
-
Supply and fixing in repair UPVC Gate Valve of size 25 mm dia , ISI marked complete all as specified and as directed.
4
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-
Supply and fixing in repair UPVC Gate Valve of size 20 mm dia, ISI marked complete all as specified and as directed.
5
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-
Supply and fixing in repair 20 mm dia Chlorinated PVC (CPVC) Pipes of pressure rating 10kgf/cm2 including fittings like socket / union / Tee / Reducer / Nipple etc complete fixed to wall/ceilings/ in floors etc, complete all as specified and directed.
100
-
-
Supply and fixing in repair Chlorinated PVC Gate Valve of size 20 mm dia, ISI marked complete all as specified and as directed.
5
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-
Taking down and relaying of existing DI water pipe lines of size 200 mm bore but of any type includings all fittings after removal of scaling, cleaning and flushing etc complete all as specified and directed.
Note: Excavation & earthwork shall be measured & paid seperately
20
-
-
Taking down and relaying of existing DI water pipe lines of size 150 mm bore but of any type includings all fittings after removal of scaling, cleaning and flushing etc complete all as specified and directed.
Note: Excavation & earthwork shall be measured & paid seperately
45
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-
Taking down and relaying of existing DI water pipe lines of size 100/80 mm bore but of any type includings all fittings after removal of scaling, cleaning and flushing etc complete all as specified and directed.
Note: Excavation & earthwork shall be measured & paid seperately
60
-
-
M&L as in replacement for Ductile Iron Pipe (DI Pipes), ISI marked, Class K-7, 200 mm dia laid in trenches including jointing material such as EPDM Rubber Gasket and suitable type of grese etc complete all as specified and directed. Note :- DI fitting/special will be measured and paid separately.
Note: Excavation & earthwork shall be measured & paid seperately
30
-
-
Supply and fixing in replacement Sluice valve of size 200 mm dia Cl body, both ends flanged duly drilled, ISI marked with IS-14846-2000, PN-1.6 having Stainless Steel spindle and check nut including operating wheel, fixing with new nuts, bolts, washers and rubber insertion/packing complete all specified and directed
1
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-
M&L as in replacement for Ductile Iron Pipe (DI Pipes), ISI marked, Class K-7, 150 mm dia laid in trenches including jointing material such as EPDM Rubber Gasket and suitable type of grese etc complete all as specified and directed. Note :- DI fitting/special will be measured and paid separately.
Note: Excavation & earthwork shall be measured & paid seperately
45
-
-
Supply and fixing in replacement Sluice valve of size 150 mm dia Cl body, both ends flanged duly drilled, ISI marked with IS-14846-2000, PN-1.6 having Stainless Steel spindle and check nut including operating wheel, fixing with new nuts, bolts, washers and rubber insertion/packing complete all specified and directed
3
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-
Material and Labour for gland packing for leaking Sluice Valves of 150 mm dia size Complete including replacing/tightening the existing bolts and nuts etc. complete all as directed .
5
-
-
Material and Labour for Plain Cement Concrete (1:2:4), type B1 (using 20 mm graded stone aggregate) as in Coping, bands benching etc including finishing the concrete surfaces even and smooth without using extra cement including necessary form work Complete all as specified and directed.
2
-
-
Material & Labour as in repair for Construction of Valve pit having inner dimensions 900 mm x 900 mm x 900 mm with foundation PCC 1:4:8 type D2 using 40mm graded stone aggregate, brick work with sub class B old size bricks buil in Cement mortar 1:6, PCC 1:2:4 type B1 using 20mm stone aggregate for Coping, 15 mm thick rendering plaster in CM 1:4 inluding MS cover with locking arrangement all as specified and as directed.
Note :- Chamber Covers shall be measured and paid separately under relevant item of this schedule.
4
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-
Material and labour Cleaning of valve pit chamber for sluice/gate valve of 50/80/100/150/200/ size by removing mud/ grass/ sludge/ other waste materials from the chamber and from surroundings upto 1mtr distance, carryout petty cement repairs with cement mortar 1:4, apply one coat of white wash on cemented surfaces and one coat of synthetic paint on steel surfaces complete to make an operator friendly valve chamber complete as specified and directed. Note :- Periodicity and locations of valve chambers shall be given as per requirement by the Engineer-in-Charge.
20
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-
Supply and fix PVC water tank 2000 Ltrs Capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) (tree layer white colour) layerhoisted and fixed in position all as specified in SSR Part I, complete all as directed incl disconnecting existing tank of any description and capacity complete all specified and directed.
2
-
-
Supply and fix in replacement PVC Ball valve ISI marked high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe and fixed of size 40mm complete all as specified and directed
10
-
-
Supply and fix in repairs lids for polyethylene water storage tanks, threaded or hinged type as per existing incl PTMT nuts/binding wire complete all as specified and directed suitable for 1001 to 5000 Ltrs cap of tanks.
20
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-
Cleaning of UG open static Water Tank (SWT) of the following capacities by comprising of the followings 07 (Seven) stage of cleaning process for the undermentioned capcities complete all as specified and directed:-
(i) De-watering by high pressure submersible pump all complete (ii) Removal of sludge/mud/silt/sand from sump and disposal out side MD land
(iii) Cleaning of walls, floors, ceiling etc by high pressure jet pump 80-180 bar pressure all complete
(iv) Removing dirt and sludge by vacuum pump
(v) Applying one coat of white wash internal surfaces.
(vi) Replace nylon net for vent pipes & man hole cover
(vii) Writing letter in bold with white paint on black colour back ground such as sump number, capacity, cleaned on Date & Due on Date etc Note : The contractor shall arrange mobile generator for operation of dewatering by high pressure submersible pump (or) Diesel driven high pressure pump and the unit quoted rate is inclusive of rent/hiring charges complete.
-
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-
24000 Gallons capacity Near DSC Mess
1
-
-
20000 Gallons capacity Near CTI Arjan Hall, CTI Out gate, Abhinav Hall & ETI
4
-
-
15000 Gallons capacity at CTI Old Pump House, Near Offr Mess, Near works offr office , Near Armoury, Near synthetic ground, Gurukul & E & ITI
7
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-
10000 Gallons capacity near Armoury, and SSC
2
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-
M&L as in replacement for Ductile Iron Pipe (DI Pipes), ISI marked, Class K-7, 100 mm dia laid in trenches including jointing material such as EPDM Rubber Gasket and suitable type of grese etc complete all as specified and directed. Note :- DI fitting/special will be measured and paid separately.
Note: Excavation & earthwork shall be measured & paid seperately
60
-
-
Supply and fixing in replacement Sluice valve of size 100 mm dia Cl body, both ends flanged duly drilled, ISI marked with IS-14846-2000, PN-1.6 having Stainless Steel spindle and check nut including operating wheel, fixing with new nuts, bolts, washers and rubber insertion/packing complete all specified and directed
2
-
-
Material and Labour for gland packing for leaking Sluice Valves of 100 mm dia size Complete including replacing/tightening the existing bolts and nuts etc. complete all as directed .
10
-
-
M&L as in replacement for Ductile Iron Pipe (DI Pipes), ISI marked, Class K-7, 80 mm dia laid in trenches including jointing material such as EPDM Rubber Gasket and suitable type of grese etc complete all as specified and directed. Note :- DI fitting/special will be measured and paid separately.
Note: Excavation & earthwork shall be measured & paid seperately
75
-
-
Supply and fixing in replacement Sluice valve of size 80mm dia Cl body, both ends flanged duly drilled, ISI marked with IS-14846-2000, PN-1.6 having Stainless Steel spindle and check nut including operating wheel, fixing with new nuts, bolts, washers and rubber insertion/packing complete all specified and directed.
2
-
-
Material and Labour for gland packing for leaking Sluice Valves of 80 mm dia size Complete including replacing/tightening the existing bolts and nuts etc. complete all as directed .
5
-
-
M & L for DI specials and fittings as per IS for spigot and socketed pipes or flanged pipe for water mains I branches lines such as bends(any type radious and angle ) tapers any type (straight, bend,increasing/ decresing,or double socket etc) tee bieces branch,Y juntion, double branch, cross, including connecting pieces one end flanged and other socket or spigot and bell mouth pieces suitable for rubber joint,tyton joint up to 150 mm bore and conforming to IS-9523: 2000 complete all as specified and directed
450
-
-
Material and Labour for Cutting DI pipes of size 150 mm dia in position for insertion of new tees and socket of size 25 mm dia Complete all as specified and as directed.
2
-
-
Material & Labour as in repair for Construction of Valve having inner dimensions 600 mm x 600mm x 600 mm with foundation PCC 1:4:8 type D2 using 40mm grade stone aggregate, brick work with sub class B old size build in Cement mortar 1:6, PCC 1:2:4 type B1 using 20mm stone aggregate for Coping, 15 mm thick rendering plaster in CM 1:4 inluding MS cover with locking arrangement all as specified and as directed.
Note :- Chamber Covers will be measured and paid separately under relevant item of this schedule.
4
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Making arrangement to flush out the existing pipe line of any type upto 50mm bore and upto 100m length, applying 4.5 N/sqmm pressure to remove scalings/ sludges/ other blocking materials to make smooth flow of water including testing all as specified and directed. Note (i) The Contractor is deemed to arrange necessary tools and equipments, removing or alteration of fittings from existing pipe lines, arragement of plugging devices, etc to build up specified pressure required to wash out the pipes. This will be inclusive in quoted rate. (ii) Excavation and earth work required will be measured and paid seperately. (iii) The flushing out will be carried out with fresh filled water of well duly chlorinated with specified sodium hypochlorite solution to disinfect the pipe lines from all pathogens and Coliform organisms.This will be inclusive in quoted rate. (iv) If the delay is more then 06 hrs period and the GE is not satisfied with the reason for delay then penalty at the rate of Rs 200/- per job shall be deducted from the dues of the contractor. Please note that this penalty is exclusively other than the condition 67 of IAFW - 2249 and shall be treated as interim condition of the contract and shall be enforce above as and when delay in individual job is noticed and no claim whatsoever on this account shall be entertained by the Deptt.
15
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Making arrangement to flush out the existing pipe line of any type 63 to 150 mm bore and upto 100 m length, applying 4.5 N/sqmm pressure kg/sq cm pressure to remove scalings/ sludges/ other blocking materials to make smooth flow of water including testing all as specified and directed. Note (i) The Contractor is deemed to arrange necessary tools and equipments, removing or alteration of fittings from existing pipe lines, arragement of plugging devices, etc to build up specified pressure required to wash out the pipes. This will be inclusive in quoted rate. (ii) Excavation and earth work required will be measured and paid seperately. (iii) The flushing out will be carried out with fresh filled water only duly chlorinated with specified sodium hypochlorite solution to disinfect the pipe lines from all pathogens and Coliform organisms.This will be inclusive in quoted rate. (iv) If the delay is more then 06 hrs period and the GE is not satisfied with the reason for delay then penalty at the rate of Rs 500/- per job shall be deducted from the dues of the contractor. Please note that this penalty is exclusively other than the condition 67 of IAFW - 2249 and shall be treated as interim condition of the contract and shall be enforce above as and when delay in individual job is noticed and no claim whatsoever on this account shall be entertained by the Deptt.
5
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Supply and fix PVC water tank 5000 Ltrs Capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I, complete all as directed incl disconnecting existing tank of any description and capacity complete all specified and directed.
1
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Cleaning of fire tank of the following capacities by comprising of the followings 07 (Seven) stage of cleaning process complete all as specified and directed:-
(i) De-watering by high pressure submersible pump complete (ii) Removal of sludge/mud/silt/sand from sump and disposal out side MD land
(iii) Cleaning of walls, floors, ceiling etc by high pressure jet pump 80-180 bar pressure all complete
(iv) Removing dirt and sludge by vacuum pump
(v) Applying one coat of white wash internal surfaces.
(vi) Replace nylon net for vent pipes & man hole cover
(vii) Writing letter in bold with white paint on black colour back ground such as sump number, capacity, cleaned on Date & Due on Date etc Note : The contractor shall arrange mobile generator for operation of dewatering by high pressure submersible pump (or) Diesel driven high pressure pump and the unit quoted rate is inclusive of rent/hiring charges complete.
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150000 liter capacity Near SMC.
1
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50000 liter capacity at Near Gurukul .
1
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15000 liter capacity Terrace Tank at SMC.
1
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M & L for Bricks covering with width equal to length of brick as mechanical protection to cable with well burnt sub class ‘B’ bricks laid dry flat complete all as specified and directed.
5.06
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Material and labour for Cutting existing road/PCC/Drain for laying of GI or any type of pipe including necessary earth work, excavation exc 600mm depth but not exc 1mtr depth, 800 mm wide including making good existing surface with 150 mm thick PCC 1:2:4 type B1 using 20mm graded stone aggregate, complete all as specified and directed. Note :- The tenderer shall take into consideration for following points while quoting rate for this item and the unit rate is deemed to be inclusive for :-
(i) Earth work and excavation in any type of soil
(ii) Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick complete all as specified and as directed.
(iii) Removing excavated material to out side MD.
(iv) Laying of any type/any bore of pipe in trenches including taking down. Supply of pipe shall be measured and paid separately (v) 150 mm thick PCC 1:2:4 type B1 using 20mm graded stone aggregate as in road to make good existing disturbed surfaces.
18
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M& L for GI tubing light grade of size 80 mm dia fixed on walls / laid in trenches as protection pipe for under ground cable including provisioning of specials and clamps etc complete all as speified and directed.
Note - Excavation to be paid separately in respective items.
6
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Material and labour for 3 ½ core 95 Sqmm XLPE insulated heavy duty electric cable with aluminium multi stranded conductor 1100 volts grade served with an inner sheathing of PVC tape armoured with galvanised steel wire or tape and overall sheatherd laying in trenches/cable ducts, fixed to wall/pole etc complete including taking down unserviceable one all as specified and directed. Make : Havells, Polycab, RPG Asian
350
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Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 100 mm dia suitable for 0.4 mpa working pressure complete all as specified and directed
12
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Supply and fix for GI pipe light grade 40 mm dia for cable protection on road crossings /plinth protection with fixed to the pole wall etc along with suitable fittings for cable protection complete all as specified and directed.
12
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Material and labour for 4 core 16 Sqmm XLPE insulated heavy duty electric cable with aluminium multi stranded conductor 1100 volts grade served with an inner sheathing of PVC tape armoured with galvanised steel wire or tape and overall sheather laying in trenches/cable ducts, fixed to wall/pole etc complete including taking down unserviceable one all as specified and directed. Make : Havells/Polycab/ RPG Asian
500
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Supply, installation, testing & commissioning of maintenance free chemical earthing system comprising of 17mm dia copper bonded rod 3 mtr long horizontally pre welded T-terminal rod with provision for connection size of 50 x 150mm long, 6mm thickness with equal space either side, with 12mm dia hole of 02 numbers each on either side of the terminal clamp with 250 microns (average) coating thickness, tested and certified by CPRI India alongwith 50 Kg earth energizer compound and 10 litres earth resistance reducing liquid. The earthing energizer compound and resistance reducing earthing liquid shall be tested as per IEC-62561-7 read with ASTM G57-06, CI 3.4 Amp by any NABL accredited lab. The above mentioned rod shall be installed in 4-6 inch bore, 12 feet depth with a distance of minimum 3 meters between each installation including taking down existing one, complete all as specified and directed.
Make : Model HTSP 317 of safeTrode or equivalent in OBO Betterman/ FURSE/ERICO.
40
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The quoted rate shall also deemed to be included the following :- (i) Prior to installation of maintenance free chemical earthing, soil resistivity test to be carried out at the location where earthing work to be done in presence of Engr-in- Charge/JE (E/M),user and the report has to submit to Garrison Engineer with recommendation of manufacturer, if required additional interconnection of earthing (not more than 04 number of earthing) to achive earth result less then 1 Ohms. The arrangement done for soil resistivity testing and submission of report with recommendation deemed to be included in the quoted rate.
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(ii) The description/ size/ qty of items mentioned in above are for indicating only however qty/ size may vary at site condition to maintain the earth resistance 1 ohm. The contractor shall quote rate by considering all factors.
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(iii) Rate of earth energizer compound of 25 Kg of 02 bags and earth resistance reducing liquid 10 litre per cane for each pit deemed to be included in the quoted rate.
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(iv) Resistivity of earth energizer compound and resistance reducing earthing liquid shall be certified by any NABL accredited lab carried out as per IEC-62561-7 read with ASTMG57-06, CI-3.4A and the certificate of same shall be submitted by the contractor before commencement of work.
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(v) Earth enhancing material should not leach into the adjacent soil or underground water channels and its PH value should be in neutral range complete all as specified and as directed. It should solidify when mixed with water and set like concrete.
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(vi) Copper strip of size 20 x 3 mm shall be fixed on proper post insulator at the instrument end ( copper strip upto 7.5 RM shall be considered in unit quoted rate and extra will be measured and paid separately).
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(vii) Testing of earth shall be carried out in presence of departmental and user representative and report shall be submitted to Garrison Engineer duly signed by all concerned.
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(viii) Earth resistance tester will be provided by the contractor. Tester should be calibrated from authorised company/ lab.
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(ix) Earthing shall be tested after completion of work by the contractor in presence of Engr-in-charge, user and proper record shall be maintained duly signed by all concerned. After testing if the desired earth resistance of less than 1 Ohm is not obtained, the earthing will be redone at no extra cost to Govt. till desired result is obtained.
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(x) The contractor shall give a written guarantee of minimum three years for maintaining the earth resistance less than 1 Ohm after certified date of completion.
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(xi) No further maintenance or periodic watering or recharge shall be required in earthing during its guarantee period of over 03 years in all type of soil including soft/ disintegrated or hard rock.
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(xii) During the guarantee period, if earth resistance is not maintained less than 1 ohm the contractor has to redo or rectify at no extra cost to Govt till desired result is maintained.
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(xiii) A security deposit of value equal to 2.5 % of the rate quoted for chemical earthing for each earthing shall be retained from payment due to the contractor from final bill for the guarantee period.
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(xiv) The electrode shall carry manufacturer's name .
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(xv) The connection clamp shall be permanentlly welded to the copper bounded rod to avoid any kind of connectivity loss,.The pre-welded copper bounded rod shall not need any additional clamp for termination.
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(xvi) The acceptable earth resistance at earth busbar/ test point shall not be more than 0.1 ohm.
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(xvii) Earth work such as auguring and making good the surrounding area shall carried out in any type of soil.
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(xviii) The contractor shall submit CPRI India certified document for copper bounded rod to ensure genuineness of material.
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(xix) Sign board of mild steel sheet 2 mm thick duly painted with two coats of synthetic enamel paint over a coat of red oxide Zinc chrome primer showing result of earthing shall be fixed near the earth pit after completion as directed by engr -in- charge.
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S&F in repair copper strip 20 x 3mm thick as earthing lead fixed to wall/roofs etc including taking down existing one, complete all as specified and directed. Note : - All Joints should be joined by Exothermic Welding or Brazing.
28
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Earth pit cover made of heavy duty poly plastic of high grade polypropylene tested and certified by any NABL accredited lab for load bearing capacity not less than 7.2 tonnes with top dia not less than 250mm, bottom dia not less than 330 mm and height not less than 260 mm for each electrode pit, complete including taking down, complete all as specified and directed.
Make : Model SEPC 250 of SAFE TRODE/ Electrogrip Model/ EGTEK3LC of ISG Global or equivalent in OBO Betterman/ ERICO.
Note :- The contractor shall submit load bearing capacity certificate from the manufacturer.
40
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Material and labour as in repair for Earth pit indicator for existing earthing pit made out of 16 mm dia and 60 cm long MS Square Bar embeded in PCC (1:3:6) type C-1 using 20 mm graded stone aggregate in PCC block of size 30 X30 X30 cm including CI/MS plate of size 250X300X 3 mm thick fixed on side of earth pit cover complete painting and writing over the plate ie. Type , Result, Date of measurement and pit number with Black background with white and letters complete all as specified and as directed.
2
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Supply, installation,commissioning and testing of factory assembled ,floor mounted ,free standing type tested LT Feeder pillar panels,with canopy ,as per electrical specifications for outdoor installation to be made of IP65 Polycarbonate modular enclosures. The enclosures made of polycrabonate,should be weather vermin proof, anti -acid,anti-corrossive,UV resistance in accordance with IEC 61439-1,fire retardant and self extingushing in accordance with IEC 60695-2-11 ,UL subject 94 for flammability V-0, should pass glow wire test for 960 degree in accoardance with 60695-2-11.Degree of protection against mechanical load should be IK08 (5 Joule) in accordance with IEC 62262,IP65 in accordance with IEC-60529 and IEC- 60439-1, should have dielectric properties ,RoHS compliants & Halogen free. The manufacturer of boards/panels shall submit a copy of type test reports as per above mentioned norms either from UL/ERDA/CPRI/NABL labs in india.The panel should be modular and compartmentalized in construction with opaque and transparent doors, properly tight to base with thromoplastic screw having sealing gaskets of extruded silicon rubber to withstand adverse weather effects. The depth of modular enclosuser should be above 200mm for air circulation & to minimize temp rise. Panel shall be fitted with one No. of polycarbonate IP 65 9 W LED transperent bulk head luminaire 6500K,PF 0.95 under canopy for easy maintenance . Panel should be fitted outside with one No. of 16 Amp 3 Pole IP65 industrial socket and 01 No. of 32 Amp 5P IP 65 industrial socket. 3 Phase and neutral 300 Amp current carrying capacity of aluminium bus bar insulated with colour coded heat shrinkable sleeves with SMC/DMC insulators,complete with the following swtich gears and mounting the panel board on ground with PCC (1:3:6) type C-1 using 20mm graded stone aggregate for bedding upto a height of 45 CM above ground level ,including dismanting and taking out old U/s LT panel board and reconnecting existing LT UG Cable with new panel board, complete all as specified and directed :-
1
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(a) MCCB with thermal magnetic release 4 Pole, 415 V of capacity 200 Amp, 36 KA - 01 No. (Incomer).
(b) MCCB with thermal magnetic release 4 Pole, 415 V of capacity 100 Amp, 10 KA - 01 No.
(c) MCCB with thermal magnetic release 4 Pole, 415 V of capacity 63 Amp, 25 KA - 01 No.
(d) Multifunction Meter (V,I,PF) with suitable capacity of CT's - 01 No.
(e) Indicating lamp (R-Y-B) set LED type with backup MCB for 3 Phase Supply - 01 set.
(f) Space for spare feeder - 01 No. Note :-
(i) The Contractor shall submit the drawing for approval of GE before executing the work. (ii) Insulators, bus bar sleeves, lugs, gland etc including complete wiring with suitable size of copper wire are all inclusive in unit quoted rate. (iii) Make of Switch gear : Schneider/L&T/C&S.
(iv) MCCB should be ICu =100% ICs.
(v) Make of LT Panel/FPB shall be as mentioned in list of makes (PS).
Note :- An amount of Rs 133044.00 on account of credit schedule for schedule 'A' part II shall be deducted from the total amount of BOQ to arrive at the contract sum.
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