Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Eprocure
Opening Date6 Nov 2018
Closing Date26 Nov 2018
Tender Amount₹ 1,10,77,212
Costs
EMD
₹ 11,08,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_UGIDA_270743_2Bid Award Id
ViewTender No
2137/Abhi.Ni.-6/Nivida (C)/GIDA/2018-19Tender Authority
Gorakhpur Industrial Development Authority ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
Construction of Subgrade and Earthen Shoulders (with royalty)
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-
-
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Lead 5 Km)
605.35
97461
161
Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)
-
-
-
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
298.69
1354170
4533.7
Wet Mix Macadam
-
-
-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
248.91
1176049
4724.8
Prime Coat
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-
-
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
1991.3
53964
27.1
Tack Coat
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-
-
Providing and applying tack coat with bitumen VG 30 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
1991.3
25886
13
Open - Graded Premix Surfacing
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-
-
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
1991.3
363810
182.7
Seal Coat
-
-
-
Providing and laying of premix seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.
1991.3
112309
56.4
Brick edging on both side of road with Ist class bricks 8cm. Wide 12cm. Deep as per SI No. 765.
0.52
33540
64500
Brick on edge pavement on patries with bricks laid dry joints filled local sand including preparation of base to proper slop and ets raimming spreading a layer of 1cm. Dep[th of local sand over the sub grade including supply of all material, labour and tnp etc. SI. No. 763
312.36
156180
500
E/W excavation in foundation for drain SI No. 251.
964.57
115748
120
Same as item no.1 but one extra lead or lift and including pumping out after as required SI No. 254.
74.95
10193
136
P.C.C. 1:3:6 with 40 mm. stone ballast coarse sand & cement in foundation SI No.280.
57.7
343315
5950
Brick work 1:3 cement & coarse sand in foundation SI No. 307.
136.8
692208
5060
R.C.C. 1:1.5:3 with cement , coarse sand & 20 mm. stone grit SI No. 289.
12.6
120330
9550
M.S. or iron work in plain work such as R.C.C or R.B. as per SI No. 504
14.85
69795
4700
2.5cm. Thick plain cement concrete floor in 1:2:4 SI No. 601a.
378.7
88994
235
P.C.C. with 20mm. Stone grit coarse sand & cement 1:2:4 SI No. 282.
13.72
102900
7500
Struck pointing in 1:2 cement & fine sand SI No. 574.
44.35
7761
175
Same item no. 9 but flush pointing SI No. 575.
63
9135
145
Finishing wall with cement paint with three coat SI No. 660.
44.35
1995
45
Concrete with 4cm gauge Brick balast, sand of 1.25 F.M. and cement in proportion of 10:5:1 in foundation. SI No. 274
122.63
414489
3380
Ist class brick work in 1:4 cement mortor with cement and coarse sand in foundation upto plinth. SI NO 305
675.95
3075572
4550
12mm plaster with 1:4 cement and coarse sand including neet finish as per SI NO. 583A+DSR 13.18.
2093.7
366397
175
Total
-
9792443
-
Add GST @12%
-
1175093
-
Total With GST
-
10967536
-
Add 1% Labour CESS
-
109675
-
G. Total
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11077212
-
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