Gorkhaland Territorial Administration Tender
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Gorkhaland Territorial Administration Tender
Civil And Construction
Machinery and Tools
Eprocure
Opening Date1 Jan 2025
Closing Date24 Jan 2025
Tender Amount₹ 38,96,179
Costs
EMD
₹ 77,924Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GTA_793153_1Tender No
13/NIeT/EE/DEED/ POWER/GTA/2024-25Tender Authority
Gorkhaland Territorial Administration ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Dismantling of passenger car
1
24000
24000
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Lift channel including landing door
1
26000
26000
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Lift opening charge, hoistway, overhead etc
1
20000
20000
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Transportation charges & scafolding
1
18000
18000
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GST @ 18%
1
29340
29340
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Civil portion after dismantling
-
-
-
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Removal of rubbish,earthetc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /
Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
20.04
166
3326.64
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Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners 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].
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-
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With 1:4 cement mortar
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-
-
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20 mm. thick plaster
224.14
247
55407.41
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Neat cement punning about 1.5mm thick in wall, dado, windowssill, floor etc. NOTE: 0.152 cu. m. per100 sq. m.
35.25
40
1438.2
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Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry@ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete. In ground floor
-
-
-
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Area of each Granite slab upto 0.60 Square meter.
37.8
2652
100245.6
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White washing including cleaning and smoothening surface thoroughly :All floors:.
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-
-
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Two coats (to be done on specific instruction.).
207
22
4580.5
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Extra for high scaffolding in water tank for repairing, painting etc. NOTE : Height of the bottom of the tank not less than 15 mtrs.
8
5826
46608
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M.S structural work in colums, beams etc. with simple roled structural members (e.g. joints 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 Engineering -in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc weldingconforming to IS: 816 - 1956 & IS :1995 using electrodes of approved make and brand conforming to IS: 814 - 1957, haulage, hoisting and erections 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 incidential charges such as electricity charges, labour incurance 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 weitghing not less than 22.5Kg./m. or 15% of weight for finished structural members weighing less than 22.5 kg./m. may be incressed to allow for bracket, cleat, revets, 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 level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part there of.
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-
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For structural members/built up sections of specified sections weighing less than 22.5kg./m.
0.06
89485
5011.17
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GST @ 18%
1
38995
38995.18
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Labour Cess @1%
1
2556
2556.31
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Electrical portion
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-
-
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Distributionwiringin1.1KVgrade2x22/0.3(1.5sqmm)single corestranded'FR' PVCinsulated&unsheathedcopperwire (BrandapprovedbyEIC) insuitablesizePVCcasing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVCinsulated&unsheathedcopperwire for ECC, incl. necy. PVCclips, fittingsetc. to light/fan/call bell pointwithpianokeytypeswitch(Anchormake)fixedonsheet steel fabricatedswitchboardwithPerspex/bakelitetopcover on wall incl. necy. connections and making earthing attachment andmendinggooddamages tobuildingworks. [PVC casing-capping and Switch board both on surface]
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-
-
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Average run 12 mtr
3
1477
4433.31
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Wiring in 1.1 KV grade single core stranded 'FR' PVC insulated&unsheathedcopperwire(BrandapprovedbyEIC) of followingsizes in25mmPVCcasing-capping (Precision make) incl. necy. PVC clips, fittings etc.
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-
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2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm)
40
138
5536.4
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2 x 56/0.3 (4 sqmm) + 1 x 22/0.3 (1.5 sqmm)
30
166
5007.3
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SupplyingandfixingPVCcasing-capping[PrecisionMake] on wallorceiling, incl.necy.PVCfittingsetc.andmendinggood damages to building works
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-
-
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25 x10mm Size
30
47
1425
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Supply & Fixing 240 V, 20A, plug socket with separate 20 A Piano key type switch (Brand approved by EIC) on sheet metal switch board embedded in wall incl. S & F 150x100x65mm MS (16SWG) switch board and bakelite/perspex top cover of 3mm thick by Brass screws after making housing for switch by cutting bakelite/perspex cover and making necessary connections as required
1
389
389.46
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Supplying of LED ADORE 10W B22 CDL 3 STAR LAMP LHLDEUEEML8R010
1
200
200
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Fixing only single/twin fluorescent light fitting complete with all accessories directly on wall/ceiling by screws etc.
1
116
116.7
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Supplyingand fixing415V, TPNSFUwithsheet steelenclosureonflat iron/angleironframeonwall withnutsboltsetcincl.S&F3nos.DINtypeHRC fuse as per rating.
-
-
-
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32 AMP TPN (angle iron frame)
1
3343
3343.65
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Suppying of HAVELLS BRAND Power Cables, Solid Aluminum Conductor up to 10 sq. mm & Balance Stranded Conductor, XLPE Insulated, Cores Laid Up, PVC Innersheathed, Unarmoured/Armoured (Aluminium wire for single core up to 70 sq. mm & balance Aluminium strip, Galvanised wire for cables upto 2Cx10 sq. mm, 3Cx10 sq. mm, 4Cx6 sq. mm & balance all galvanised steel strip) Extruded PVC Type ST2 Outer Sheathed, 650 V/1100 V Grade as per IS 7098 (Part 1) 1988 with upto Date Amendments.
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-
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4 Core 25 Sqmm
100
607
60700
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Laying of cable upto 3/4 core 25 sqmm 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
90
81
7327.8
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Excavation of soil for installation of earth electrode and filling & ramming.
-
-
-
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For morrum soil
8
388
3104.8
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Earthing with Copper plate (610x610x3mm size) having weight of 9.84 Kg and 1 No. 25x5mm Copper strip (3.20 mt long) & 1 no. 6 sqmm PVC insulated stranded Copper wire (4 Mt long) incl. S & F 15 mm dia GI pipe (ISI-Medium) protection (4 mt. long) to be fillied with bitumen, partly under the ground level & partly above ground level to an average depth of 3.65 Mts. below the ground level and restoring the surface duly rammed incl. providing 3.0 mt long, 25 mm dia GI pipe (ISI-Medium) for periodic treatment, incl. providing masonery enclosure on the top of the earth electrode of overall size 86.36x86.36x46cm deep (below Ground level) complete with cemented brick work (1:6) of 25 cm width, duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56x35.56cm with locking arrangement, GI reducer and treatment of soil by using salt & charcoal or coke for plate electrode
1
14202
14202.36
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Connecting the equipments body to earth busbar including S&F 20 mm x 3 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc.
70
124
8738.8
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Labour Cess @ 1%
1
1145
1145.26
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Supplying and installation of Lift
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-
-
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Suuplying and installation of 1 no. of G+4 bed elevator lift (1360 kg 20 passenger)
1
3330000
3330000
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