Department Of Urban Development And Municipal Affairs Tender
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Department Of Urban Development And Municipal Affairs Tender
Civil And Construction
Excavation
Eprocure
Opening Date23 Feb 2024
Closing Date18 Mar 2024
Tender Amount₹ 9,21,00,000
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UDMA_640991_1Bid Award Id
ViewTender No
SEC-VI/ITA/12 of 2023-24Tender Authority
Department Of Urban Development And Municipal Affairs ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
BOQ Items
Supply & Installation of 1000 sqm( 1M X 1M) floating garden made of eco-friendly poly float With perforated pallets fixed with Coir fiber bed & net cover with 48 plants Per Sqm-Complete Installation at site in the side of water body with movable during water raise fixtures with GI pipes & accessories..
Note:- Accessories includes 90 meter Bio cords
1000
-
-
Installation of Grid connected Aeration system with Turbine Aerator generation and air delivery shaft for bottom aeration system. Plumbing , electric cables, control pannel, pumps shelter, Pontoons and safety features & Automation ( specification:- Turbine Aerator
2 HP Single Phase (240 Watts) 1.5 KW 50 hz
2 Floats + Frame with cable connections
Oxygen Generation- 3.5 Kg/Hr
Accessories Note:- 6 Sqm /Aerator with Digital panel with contractors ,24 hrs .Timers with & automated operation in specific intervals.
20
-
-
Microbiome Consortium & Nano Silicate application for 2 years. The microbiome consortia consist of novel indigenous bacteria that have specialized metabolic capability to transform poor quality of water into standards as per CPCB or as per NGT compliances. These bacteria have numerous functional capabilities which are enhanced due to matrix dependent surface area-based actions (floater device) and can improve TDS, EC, BOD, COD, different concentration of heavy metals.The consortia members have functional capabilities to biotransform aquatic systems with variable salinity & heavy metals Note: The Microbiome consortium will be starting the application after the all installation includes Aeration systems &
floating systems with Bio cords for microbial hosting (The Microbiome consortium will be applied periodically for 2 years lake water treatment)
Total Qty. Req. for 2 years - 6000 Liters with activators .
Microbiome & Activators application - 1st Year:
i) 1st Application after all installations at the site -1500 Litre.
ii) 2 nd application after 6 months - 1500 Litres.
Microbiome & Activators application - 2nd Year:
i) 3rd Application after all installations at the site -1500 Litre.
ii) 4th application after 6 months - 1500 Litres. (The Application Qty. & Schedule will be decided on the Perodic water test Reports & Water Test will be Done in every Three months.)
6000
-
-
Additional Areation System for Electricity power Cost:-
consider for 20 nos. Aerators System with a basic power consumption 1 Year.
20
-
-
Earthwork in excavation or re-excavation of drainage channels / rivers in all kinds of soil including silt, sand, slush etc. mixed with all sorts of Industrial wastes, sewages, municipal garbage, carcasses, tannery effluents, jungles, bushes, semi-solid / solid campact mass, water hyacinth, cowdung deposits, decomposed vegetations, polythenes, brick bats, gravels, stone ballast, crates, remnant of bullah and bamboo pins etc. by means of suitable excavator mounted on pontoon (min. depth of water 0.75 metre) specially made to suit the site condition in tidal or non-tidal channel / river and carrying of the excavated materials to suitable locations of the channel / river bank from the point of excavation by diesel machine operated boats or similar arrangements in a manner suited for the purpose and placing the excavated materials from the boat etc. on the top of the bank in case of disposal at suitable places arranged by the agency at his own cost, on the bank at available locations having distances from the point of re- excavation as shown below, by means of excavators or any other machines or manually as may be required, including all lifts. (f) For distance beyond 400 metre but within 500 metre from the point of re- excavation to the placing point on the bank (Taking Silting Area near the Lock Gate -20000 sqm x Avg. depth-0.7 mtr)
14000
-
-
Extra Rate for Carraige up-to 10 Km
Carriage of Sand, Moorum and similar materials over pucca road.(Taking 75% of Total Volume for dry volumne of sludge)
10500
-
-
Hire and labour charges for 75 mm dia bamboo railing on Jhau/Eucalyptus or other approved timber posts 1.4 m above G.L. and 0.60 m below G. including tying strongly with coir ropes and boring holes for posts in any soil/ concrete surface/Bituminious surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer in charge after removing the barricade. (Cost of restoration would be
paid separately.)
(a) 75mm. dia bamboo railing & 125mm. dia
Jhau/Eucalyptus/other approved timber posts @ 1.60m apart (i) Railing with 3 rows.
1250
-
-
Supply of Bamboo from Depot Gouri Bhalki (Barbans)
1414
-
-
Coal tarring on wooden surfaces including cost of materials
(a) Double coat.
1964
-
-
(b) Priming one coat on timber or plastered surface with synthetic oil
bound primer of approved quality including smoothening surfaces by sand
papering etc
1964
-
-
A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :
(a) On timber or plastered surface :
(iii) One coat (with any shade except white)
1964
-
-
Earth work in excavation of foundation trenches or drains. in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches. leveling. dressing and ramming the bottom. bailing out water as required complete.
Depth of excavation not exceeding 1,500 mm.
30.38
-
-
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. Pakur variety. (a) 1:2:4 proportion
30.38
-
-
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with
bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length,fabrication with necessary bolting, metal arc welding conforming to
IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection
all complete. The rate includes the cost of rolled steel section,consumables such as electrodes, gas and hire charge of all tools and
plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
-
-
-
Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structural members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.
I) For structural members of specified sections weighing less than 22.5 Kg./m
5.4
-
-
(a) Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary. Payment to be made on the length of individual lines of wire.)
7000
-
-
Priming one coat on steel and metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
268.8
-
-
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessar On steel or other metal surface : With super gloss (hi-gloss) - Two coats (with any shade except white)
268.8
-
-
Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling]
Red Variety
(ii) 30 mm. thick
1911
-
-
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety]
(a) 1:3:6 proportion
143.3
-
-
125mm thick brick work with 1st class bricks in cement mortar (4:1) in ground floor.
764.4
-
-
Land Scaping, Plantation , Earth Cutting & Filling for Levelling
-
-
-
Cutting uprooting and clearing jungles including shrubs, water weeds,bushes, trees, plants, upto 30 cm. girth including removing as directed by
Engineer-in-charge.
12500
-
-
Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in 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.
(i) 100mm diameter
56250
-
-
Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed
(i) 100mm diameter
62500
-
-
Labour for fitting and fixing 10 cm. to 13 cm. diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts.
6250
-
-
Earthwork in excavation in the canals / drainage channels / borrow pits /River bed / slope of bank as noted below as per designed section &throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metreand initial lift of 1.5 metre including breaking clods, roughdressing etc.complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.
450
-
-
Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work)
(ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.
4506.33
-
-
Supplying and fixing grasses tiles of grass Maxican
Carpet/Selection No. 1 Healthy & fresh grasses (size 1'x1' or bigger) including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from wees and fit for mowing including supplying good earth as required by Engineer-in-charge. (Rate includes supply of labour, tools & plants including materials)
4375
-
-
Preparation of beds for hedging and shrubbery by
excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after
breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.
1500
-
-
Land Scaping, Plantation , Earth Cutting & Filling for Levelling
-
-
-
v) Duranta goldianna of size not less than 20cm
2900
-
-
vi) Duranta healthy plant of big size
2934
-
-
xxi) Croton different varieties of height 30 cm to 90 cm in earthen pots of size 25cm
20
-
-
xxvi) Areca Palm 4 - 5 suckers of height 90 cm to 105 cm in earthen pots of size 25 cm.
20
-
-
xxxiv) Dracaena Rosea of height 30 cm to 90 cm in earthen pots of size 20 cm
1500
-
-
xxx) Dracaena Fragrance of height 90 cm to 60 cm in earthen pots of size 35 cm.
1500
-
-
xx) Croton (broad leaves) 3-5 branches of height 90cm 120cm in cement pots of size 30
20
-
-
Cast Iron Bench Specification
As per Design Attached
Material – Cast Iron & Mild Steel Capacity -3 seater Size -1500 mm X 550mm X 780mm Seat width – 421mm & back height –
442mm Strip Size – 50 X 25 X 1.5mm Weigth -55 -60 kg approx
16
-
-
SS Dustbin
Specification
As per Design Attached
Material – Stainless Steel Grade -202
Drum Size -14 X 24 inch Thickness of sheet – 0.5 mm
Model – Perforated Type (4 line both top & bottom)
Stand Size – 1080mm X 890mm
Pole Dia – 32 mm X 32 mm Pole Thickness – 1.2 mm Base plate – 75mm X 750mm With canopy & branding Board Size –600 X 400mm
5
-
-
Earth work in excavation of foundation trenches or drains. in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches. leveling. dressing and ramming the bottom. bailing out water as required complete.
Depth of excavation not exceeding 1,500 mm.
92
-
-
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
65
-
-
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. Pakur variety. (a) 1:2:4 proportion
6.5
-
-
Controlled Cement concrete with well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 20 Grade
26.33
-
-
Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thckness with required bracing for concrete slabs , beams, m columns , lintels curved or straight including fitting , fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation
201.5
-
-
Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods , initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge balck annealed wire at every intersection, complte as per drawing and direction
Tor steel/Mild Steel SAIL/ TATA/RINL For works in foundation, basement and upto roof of ground floor/upto 4 m
2.11
-
-
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
27
-
-
(b) In superstructure, ground floor
42.75
-
-
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface.)
Add extra over the rate of ground floor for basement and each additional floor above ground floor for items (i) With 1:6 cement mortar. (c) 15 mm thick plaster
26.28
-
-
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
18
-
-
Applying Exterior grade Acrylic primer of approved quality and brand on plastered on cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.
One Coat
8.28
-
-
Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic Resin containing fine crystalline additives derive from Granite as per manufacturer's
specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
In Ground floor
Two Coat
8.28
-
-
Supply fixing of smart essential street light 70W complete with all accessories to fixed/projected from the wall of the building or on pole incl. making holes/ providing clamping arrangement & necy. GI reducer as required. S&F 40mm GI pipe (ISI medium) quality1.5mts avg length having suitable bend S&F necy. length of 1.5 sqmm PVC insulated single core stranded annealed copper wire and making connections as required and mending good damages to wall incl. painting etc.
65
-
-
Supplying of Swaged Steel Tubular pole (IS 2713, Pt. II 1980) for following designation and of following dimensions 4 SWG ;7.0 mtrs; 85 Kg(Cost Includes arm if required)
65
-
-
Erection of Single Steel tubular pole(Upto 7 Mtr) of length as given below with sole plate & Cap etc. in CC foundation (Proportion and dimension indicated below), having 600x600x750 mm thick CC (4:2:1) base block below sole plate/pole with hard jhama metal including CC (6:3:1) muffing 0.30 mts. dia and 0.30 mts. above ground level including 3 mm thick neat cemented finish and GI earth bolt and earthing arrangement by 8SWG GI Wire,after making drilled holes etc. on pole including filling up the excavated earth pit with shifted soil and ramming properly.
65
-
-
S/F M. S. loop box (10 SWG) of size 10.3/4 “x 8.3/4” x 5" (269mm x 219mm x125mm) having almirah type cover complete with special type locking arrangement including S/F 8 “x6” x1/4" (200mm x 150mm x 6 mm) bakelite sheet 1 no. 4-way ebonit connector block, 1 No. 15 Amp fuse unit fitted inside the box and suitable size danger board riveted on cover of the box outside & fixing the box with pole by means of M.S. Clamps of 1"x1/4" (25mm x 6mm) of suitable length and encasing the box by 1:3:6 cement concrete with graded stone chip (3/4" down). The depth of the concrete should be 60cm x 54cm x 54cm including plastering and neat cementing and S/F 2 Nos. compression gland of suitable size and making all necessary connections as reqd.
65
-
-
S & F of of 3Cx2.5 Sqmm. Copper unarmoured cable
520
-
-
Supply and delivery at site of 1.1 kv grade 4 core 6 sq.mm. XLPE insulated AL. Ar. Cable confirming to IS : 7098 (Part - I) 1988 for outdoor lighting along with manufactures test certificate [ Make : Gloster / Havells / Polycab PHED approved ]
3600
-
-
Laying of 1.1 KV Gr. 4 core 6 sq.mm XLPE Armored Alu. Cable in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed.
3500
-
-
Laying of 1.1 KV Gr. 4 core 6 sq.mm XLPE Armored Alu. Cable(make-GLOSTER/HAVELLS/FINOLEX) on wall/surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and painting as directed by EIC.
100
-
-
Supplying & Erection of big size feeder pillar box of Size (1372 x 914 x 607 mm) made up of 3.15 mm thick MS Plate along with suitable M.S. Angle. The P.B. have double hinge door at the front & back with suitable locking arrangement. The box will be painted by 2 cores of aluminiam paint over 1 coat of red oxide paint. Suitable arrangement should be provided for fixing of Timer unit, fuse unit & other accessories. Leg of the pillar box will be 900 mm in length by made up of (35x35x3 mm MS Angle with suitable base Plate. Legs of the Pillar box will be erected at 300 mm below the ground level with cement concrete (6:3:1). Rest portion coverd by 5" Brick Wall with plastering & net cement & bottom portion filled with silver sand as drawing & direction of E.I.C
2
-
-
Supplying and fixing 415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection (63)Amp, FP, MCB
2
-
-
Supplying and fixing 415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection (6-32 )Amp, FP, MCB
6
-
-
Supplying of Bakelite Sheet of 3 mm thickness
2000
-
-
Supply and delivery of Electronic Timer suitable for 240/ 360/415V, 50 Hz(Make: L&T/ABB/Schneider/Simence/ GE/Minilic) of the following time (Second) range:(12 to 120 Sec)
2
-
-
Supply and fixing of 240/230 volt, 50 Hz, T.P., power contactor (Make: L & T/ABB/Schneider/Simence/ GE) having contact block of the following range. 50-85 Amp
4
-
-
Supplying and fixing double door Horizontal TPN MCB Distribution board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment (8 way)
2
-
-
Earthing with 1 no. of G.I. earth spike ( 20 mm dia X 1.5 mtre. Long ) driven into the ground upto 2 mtr. Drawing earth lone with separate 6 SWG . G.I. Wires providiing 15 mm dia G.I. pipe protection from earth spike feeder bos / junction box / poles andfixing to the same by suitable nuts & bolts all comete as per direction of EIC.
70
-
-
Painting of Steel Tubular Pole of lengths and no. of coats of paint, as given below with ready mixed paint/primer of approved make, and brand incl. preparation of surface by sand paper/emery paper, cleaning etc. for receiving fresh coat of paint
-
-
-
A) 1st coat of aluminium paint over RO priming
70
-
-
B) 2nd coat of aluminium paint over 1st coat
70
-
-
Painting Block Letters or Digits within a circle/square as required, with ”Black Japan” paint of approved make & brand, the size of letters and digits as given below (50 mm and upto 75 mm)
650
-
-
Supply & Fixing of Bollard LED Light (robustly designed IP65 Bollard and is easy to install with base plate.) model:SSK-013236RH-8W
60
-
-
Extra on above items, for providing CC (6:3:1) base block (around the pole) dimension 0.45x0.45x0.60 mt. above ground level, neatly cemented finish (3 mm thick), at the base pole (in lieu of CC muffing) suitable for alkathene/ polythene pipe entry as directed for street light wiring, incl. S & F 20cmx15cmx10cm GI Loop box, 16SWG & incl. drilled hole in pole
60
-
-
Supply & Delivery of of 2Cx4 Sqmm. Copper armoured cable
2000
-
-
Laying of 1.1 KV Gr. 2 core 4 sq.mm XLPE Armored Cable in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed.
1900
-
-
S/F of special head type M S loop box (3 mm thick) with Each 518.00 connecting bar and other accessories fixed on the bottom the bollard pole as required and as per direction of Engineer-In-Charge. For 3 phase connection.
60
-
-
Supplying and fixing double-door SPN MCB Distribution Board(2+4 way) with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment.
2
-
-
Supplying & Erection of mini size feeder pillar box of Size Each 7053.00 (918 x 561 x 382 mm) made up of 2 mm thick MS Plate along with suitable M.S. Angle. The P.B. have double hinge door at the front & back with suitable locking arrangement. The box will be painted by 2 cores of aluminiam paint over 1 coat of red oxide paint. Suitable arrangement should be provided for fixing of Timer unit, fuse unit & other accessories. Leg of the pillar box will be 900 mm in length by made up of (35 x 35 x 3 mm MS Angle with suitable base Plate. Legs of the Pillar box will be erected at 300 mm below the ground level with cement concrete (6:3:1). Rest portion coverd by 5" Brick Wall with plastering & net cement & bottom portion filled with silver sand as drawing & direction of E.I.C
20
-
-
Installation the feeder pillar box only on cement brick foundation Each 2396.00 including plastering and neat cementing as per specification and direction of E.I.C.
20
-
-
Supplying and fixing 415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection (100)Amp, FP, MCB
20
-
-
Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection,(6-32 Amp, TP)
20
-
-
Supplying of 3.5Cx50 Sq mm XLPE insulated aluminium conductor armoured cable of 1.1 KV grade as per IS 7098 (part 1). (cable for Looping between Junction Box
1050
-
-
Laying of one No. cable above 35 sqmm and upto 185 sqmm in underground trench 460mm wide x 760mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per Mtr. including filling the space between the bricks and cable and also the trenchwith shifted soil, leveling up and restoring surface duly rammed
1000
-
-
Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables for 3.5CX50 sqmm
40
-
-
Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials (for 3.5 Cx50 sq mm cable)
40
-
-
Cost of drawing 3-phase power line including service connection charges payable at Electricity Dpt.
1
-
-
The Comprehensive maintenance & operation of the site will be starting from 3rd Year up to 7 Years . The maintenance including Water testing in 3 months intervals floating system , supervison , staff , mainatanance of aeration pumps and periodic monitoring including Charges of inseption boat, life jackets,safety shoes, rain coat, helmet etc..for landscape & Pond area.Consider @ 2% (per Year) of the Total cost for 5 Years.
1
-
-
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