Gorkhaland Territorial Administration Tender
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Gorkhaland Territorial Administration Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date4 Dec 2018
Closing Date19 Dec 2018
Tender Amount₹ 10,69,184
Costs
EMD
₹ 21,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_GTA_199254_1Bid Award Id
ViewTender No
EE/DD/PHE/eNIT - 04/2018-19Tender Authority
Gorkhaland Territorial Administration ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor. B) With N.B. Variety stone metal.(a) 1:3:6 proportion
4
21687
5421.84
Reinforcement (for RCC works) in all sorts of structure including distribution bars,stirrups,binders etc. including supply of bars,initial straightening and removal of loose rust if necessary cutting to requisite length hooking & bending to corrrect shape placing in proper position and binding with 16 swg black annealed wire at every intersection complete as per drawing & direction. (a) (i) Tor steel/ Mild steel
1.6
104288
65180
Hire & Labour charges for shuttering with centering and necessary staging upto 4 mtr. Using approved stouts props and thick hard wood plank of approved thickness with required bracing for concrete slabs, beams, columns,lintels including fitting fixing and striking out after completion of work( 25 mm to 30 mm thick wooden shutttering as directed. a) 25mm to 30mm thick wooden shuttering as per decision & direction of ECI
192
75365
392.53
Cement concrete M-15 (mix-1:2:4) with 20 mm down graded stone chips excluding shutering and reinforcement if any as per IS 456-2000 b) River Bazaree/N.B variety stone chips. b) River Bazaree/N.B variety stone chips
5
29060
5812.11
Ordinary cement (mix 1:1.5:3) with graded stone chips 20 mm down excluding shutttering and reinforcement if any.
9
59690
6632.23
Dry rubble masonry with hard dressed stone approved quarries including carriage of materials.
3.3
9145
2771.44
Rubble masonry in cement mortar (1:6) with dressed stone from approved quarries and clean, coarse and washed and including carriage of all maerials to site curing etc. all complete for protection walls, jhora, catchment, pillars tanks etc. a) 1:6
8
32569
4071.19
Hand packed rough dressed boulder walls with boulders from approved quarries including all carriage of all materils to site.
3.88
8971
2312.17
Plum concrete work with 40% cement concrete with 30mm down graded stone metal and 60% stone boulder to size 150 mm and above placed in position as directed excluding shuttering if any. (1:3:6) proportion
2.35
8589
3654.91
Labour for Chipping of concrete surface before taking up plastering work
227.3
5400
23.76
Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking joint or roughening of concrete surface including throating nosing and drip course where necessary.
-
-
-
i) 20mm thick inside plaster - 4:1
81.3
19956
245.47
ii) 15 mm thick outside plaster - 4:1
146
27910
191.17
Embossing of the departmental name and year as per directed of EIC.
4
560
140
Neat cement punning 1.5 mm thick in walls, dado, windows, floors, drains etc. using cement @ 0.152 cum/100m2
81.3
3126
38.46
Supplying fitting and fixing in position Cast Iron Steps as per Direction of EIC.
24
600
25
Construction of street stand post as per departmental type drawing consisting of earth work in excavation,150 mm soling below the base of stand post and platform, RCC stand post having size 20 cm x 20 cm x 30 cm deep below G.L. and 10 cm x 12 cm x 1.20 cm height above G.L. with 4 nos 10 mm dia main rods & nipple construction of 1.20 m x 1.20 m (outer size) platform with 7.5 cm cement concrete (1:2:4) edge around the platform, 20 mm thick cement plaster (4:1) with neat cement plaster at all the exposed surface complete as directed.
9
39548
4394.26
Construction of surface drain attached to the street stand post,distribution,resreve and desilting tank etc.where necessary as per departmental type drawing consistingof 250 mm wide and 225mm deep earth work in execution (1:2:4)250mm750 mm deep boulder soling cement concrete (4:1) 250mm 75mm deep at floorand 75 mm wide X 100mm deep at two sides including cement plaster (4:1) with neat cement punning at all exposed surface complete as directed.
15
29180
1945.37
Labour for fitting and fixing G.I. pipes above ground (exposed) in structure with holder bat clamps including cost of jointing materials, older nat clamps etc., as necessary, including cutting pipe, making threads etc., complete in all respect with two coats of painting with approved paint any height. (payment will be made on the centre line mesurement of the total pipeline including specials. Payment of painting will be made seperately.
-
-
-
50 mm dia G.I. Pipe (Medium)
2410.9
253626
105.2
40 mm dia G.I. Pipe (Medium)
1430
148820
104.07
25 mm dia G.I. Pipe (Medium)
1310
80014
61.08
20 mm dia G.I. Pipe (Medium)
360
21582
59.95
15 mm dia G.I. Pipe (Medium)
1150
59846
52.04
Carriage of Gi pipe , cement and Ms rod from Departmental stores at Ghoom by Truck and headload up to the work site and refund of surplus sericeable and unserciceable materials if any to departmental stores.
-
-
-
i) Cement
14.4
7662
532.1
ii) Steel (G.I. Pipe, G.I. specials, MS rod)
21.62
18476
854.6
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