Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Eprocure
Opening Date25 Jun 2019
Closing Date17 Jul 2019
Tender Amount₹ 3,77,25,000
Costs
EMD
₹ 37,72,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UGIDA_357716_2Bid Award Id
ViewTender No
756/ Abhi0Ni0-6/ Nivda /GIDA /2018-19 Date 22.6.20Tender Authority
Gorakhpur Industrial Development Authority ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
Construction of sub- grade and earthen shoulder with approved material obtained from borrow ptis with all lifts & leads, compacted to meet requirment of table No. 300-2(Lead 5 Km) .(Applicable G.S.T @12% and 1% Laber cess Extra)
12648.54
-
169
Granular Sub-Base- Construction of granular sub0base by providing coarse graded meterial sperading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory orller to achive the desired density complete as per clause 4001. .(Applicable G.S.T @12% and 1% Laber cess Extra)
797.19
-
4539.9
Wet Mix Macadam- Porviding laying sperading and compacting graded stone aggreeate to wet mix macadam specification including permixing the Material with water at OMCin mechanical mix plant carriage of mixed Material bytipper to site layng in uniform layers withpaver in sub-base/base course on well prepared surface and compaction with vibartory roller to achieve the desired density. .(Applicable G.S.T @12% and 1% Laber cess Extra)
2063.95
-
4739
Prime Coat- Providng an aapplying primer coat with bitumen emuslsion on prepared surface of granular Base including clearing of road surace and spraying primer at the rate of 0.60kg/sqm suing mechanical means. .(Applicable G.S.T @12% and 1% Laber cess Extra)
15929.34
-
20
Bituminous Macadam-Providing and laying bitumious macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading permixed with bituminous binder trasported to sit laid over a previously prepared surface with paver finsher to the required garde level and aligment and rolled aas per clauses 501.7 to achieve the desired compaction .(Applicable G.S.T @12% and 1% Laber cess Extra)
796.47
-
9289
Tack Coat (For SDBC) Providnig and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.2.50 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. .(Applicable G.S.T @12% and 1% Laber cess Extra)
15929.34
-
11
Semi-Dense Bituminous Concrete-Providnig and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of75tonnes per hour suing crushed aggerates of specified grading permixed with bituminous binder @4.5 per cent of mix and filler transporting the hot mix to work site laying with a hydrostatic paver finnsher with sensor control to the requierd grade level and aligment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per Mo RYG specfication clause No 508 compete in allrespects .(Applicable G.S.T @12% and 1% Laber cess Extra)
398.23
-
10601
Brick eding on both side of road with 1sst class brickes 8 cm Wide 12cm Deep as per Sl No 765. .(Applicable G.S.T @12% and 1% Laber cess Extra)
2.2
-
64500
E/W excavation in foundation for drain Sl.No251. .(Applicable G.S.T @12% and 1% Laber cess Extra)
97.2
-
120
Same as item No.1 but one extra lead or lift and including pumping out of after as required Sl No 254 .(Applicable G.S.T @12% and 1% Laber cess Extra)
32.4
-
136
PC.C. 1:3:6 WITH 40 MM. STONE BALLAST COARSE SAND & CEMENT IN FOUNDATION Sl No 280. .(Applicable G.S.T @12% and 1% Laber cess Extra)
114.82
-
5950
Brick work 1:3 cement & coarse sand in foundation Sl No 307 .(Applicable G.S.T @12% and 1% Laber cess Extra)
56.4
-
5060
R.C.C. 1:1:5:3 with cement coarse sand & 20 mm. stone grit Sl No 289 .(Applicable G.S.T @12% and 1% Laber cess Extra)
179.9
-
9550
M.S or iron work in plain work such as R.C.C or R.B as per Sl No 504 .(Applicable G.S.T @12% and 1% Laber cess Extra)
110.45
-
4700
4cm thick plain cement concrete floor in 1:2:4 Sl No 605 .(Applicable G.S.T @12% and 1% Laber cess Extra)
17
-
235
P.C.C. with 20mm. Stone grit coarse sand & cement 1:2:4 Sl No. 282 .(Applicable G.S.T @12% and 1% Laber cess Extra)
2.15
-
7500
Struck pointing in 1:2 cement & fine sand Sl No 574 .(Applicable G.S.T @12% and 1% Laber cess Extra)
17.73
-
175
Same item no. 9 but flush pointing Sl No 575 .(Applicable G.S.T @12% and 1% Laber cess Extra)
30
-
145
Finishing wall with cement paint with three coat Sl No 660,661 .(Applicable G.S.T @12% and 1% Laber cess Extra)
17.73
-
45
Providing and laying of hot applied thermoplastic paint including of all labour and material complete etc as per dirction of E/l. .(Applicable G.S.T @12% and 1% Laber cess Extra)
911.6
-
550
Supply and instalation of cat eye of 3m USA brand reflective road marker with body made of polycarbonate with frflective lenses on both side. .(Applicable G.S.T @12% and 1% Laber cess Extra)
2200
-
650
S/F of cc curve stone grouting with cement including all materials and labour complete etc as per direction of E/l. .(Applicable G.S.T @12% and 1% Laber cess Extra)
2000
-
609
Chequered precast cement cocrete tiles 22 mm thick in footpath DSR 11.203 .(Applicable G.S.T @12% and 1% Laber cess Extra)
900
-
716.35
S/F PVC pipe 100 mm dia including all materials and labours complete etc as per direction of E/l. .(Applicable G.S.T @12% and 1% Laber cess Extra)
120
-
221
Provding and applying plaster of paris putty of 2 mm thickness over palstered surface to repare the surface even and smooth complete DSR 13.26 .(Applicable G.S.T @12% and 1% Laber cess Extra)
790
-
113
Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @1.67ltr/10sqm over and including primeing coat of exterion primer applied @2.20kg/sqm) DSR 13.46.1 .(Applicable G.S.T @12% and 1% Laber cess Extra)
790
-
92
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