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₹ 10,44,000
Costs
EMD
₹ 1,04,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UGIDA_357716_5Bid 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
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)
14.92
-
4533.7
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)
12.43
-
4724.5
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)
99.45
-
23.9
Tack Coat (For P.C) Providnig and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.250 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. .(Applicable G.S.T @12% and 1% Laber cess Extra)
99.45
-
11
20mm Thick Open-Graded Premix Carpet using Bituminous Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508 .(Applicable G.S.T @12% and 1% Laber cess Extra)
99.45
-
171.5
Seal Coat (Type-C) Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 .(Applicable G.S.T @12% and 1% Laber cess Extra)
99.45
-
51.2
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)
0.02
-
64500
Brick on edge pavement on patries with bricks laid dry joints filled lacal sand i/c preparation of base etc as per S.I. No 763.(Applicable G.S.T @12% and 1% Laber cess Extra)
59.8
-
500
Part B R.C.C.7x1 M S.No 12 to 22 E/W excavation in foundation Sl.No251. .(Applicable G.S.T @12% and 1% Laber cess Extra)
44.96
-
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)
14.99
-
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)
11.54
-
5950
Brick work 1:3 cement & coarse sand in foundation Sl No 307 .(Applicable G.S.T @12% and 1% Laber cess Extra)
27.36
-
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)
2.52
-
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)
2.97
-
4700
2.5cm thick plain cement concrete floor in 1:2:4 Sl No 601a .(Applicable G.S.T @12% and 1% Laber cess Extra)
5.95
-
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)
0.91
-
7500
Struck pointing in 1:2 cement & fine sand Sl No 574 .(Applicable G.S.T @12% and 1% Laber cess Extra)
8.87
-
175
Same item no. 9 but flush pointing Sl No 575 .(Applicable G.S.T @12% and 1% Laber cess Extra)
12.6
-
145
Finishing wall with cement paint with three coat Sl No 660,661 .(Applicable G.S.T @12% and 1% Laber cess Extra)
8.87
-
45
Part C R.C.C.10x1 M S.No 23 to 33 E/W excavation in foundation Sl.No251. .(Applicable G.S.T @12% and 1% Laber cess Extra)
63.18
-
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)
21.06
-
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)
16.28
-
5950
Brick work 1:3 cement & coarse sand in foundation Sl No 307 .(Applicable G.S.T @12% and 1% Laber cess Extra)
38.6
-
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)
3.6
-
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)
4.24
-
4700
2.5cm thick plain cement concrete floor in 1:2:4 Sl No 601a .(Applicable G.S.T @12% and 1% Laber cess Extra)
8.5
-
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)
1.27
-
7500
Struck pointing in 1:2 cement & fine sand Sl No 574 .(Applicable G.S.T @12% and 1% Laber cess Extra)
8.87
-
175
Same item no. 9 but flush pointing Sl No 575 .(Applicable G.S.T @12% and 1% Laber cess Extra)
18
-
145
Finishing wall with cement paint with three coat Sl No 660,661 .(Applicable G.S.T @12% and 1% Laber cess Extra)
8.87
-
45
Part D For Drain S.No 34 to 39 E/W excavation in foundation for drain Sl.No251. .(Applicable G.S.T @12% and 1% Laber cess Extra)
25.38
-
120
PC.C. 1:5:10 WITH 40 MM. Brick BALLAST, SAND of 1.25 F.M. & CEMENT IN FOUNDATION Sl No 274. .(Applicable G.S.T @12% and 1% Laber cess Extra)
8.46
-
3380
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)
1.73
-
7500
Brick work 1:4 cement & coarse sand in foundation Sl No 305 .(Applicable G.S.T @12% and 1% Laber cess Extra)
29.33
-
4550
12 mm Cement Plaster finished with a floating coat of neat Cenemtn of mix 1:3 1 cemenmt and 3 fine sand (DSR Coad 13.7.1
112.8
-
216
2.5cm thick plain cement concrete floor in 1:2:4 Sl No 601a .(Applicable G.S.T @12% and 1% Laber cess Extra)
32.9
-
235
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