Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Eprocure
Opening Date9 Sep 2019
Closing Date27 Sep 2019
Tender Amount₹ 1,08,38,040
Costs
EMD
₹ 10,83,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UGIDA_379488_1Bid Award Id
ViewTender No
1747/ABHI.NI.-6/NIVIDA (C)/GIDA/19-20 Dt.06.09.19Tender 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) 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) (Applicable G.S.T @12% and 1% Laber cess Extra)
125.66
20733
165
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. (Applicable G.S.T @12% and 1% Laber cess Extra)
263.7
1196354
4536.8
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. (Applicable G.S.T @12% and 1% Laber cess Extra)
29.42
139212
4731.9
Prime Coat 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. (Applicable G.S.T @12% and 1% Laber cess Extra)
2183.21
41480
19
Bituminous Macadam Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Applicable G.S.T @12% and 1% Laber cess Extra)
522.52
4774787
9138
Tack Coat (For SDBC) Providing 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)
13745.52
151200
11
Semi-Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects (Applicable G.S.T @12% and 1% Laber cess Extra)
340.27
3529620
10373
Brick edging on both side of road with Ist class bricks 8cm. Wide 12cm. Deep as per SI No. 765. (Applicable G.S.T @12% and 1% Laber cess Extra)
0.03
1806
64500
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (Applicable G.S.T @12% and 1% Laber cess Extra)
700
357070
510.1
E/W excavation in foundation for drain SI No. 251. (Applicable G.S.T @12% and 1% Laber cess Extra)
110.22
13226
120
Same as item no.13 but one extra lead or lift and including pumping out after as required SI No. 254. (Applicable G.S.T @12% and 1% Laber cess Extra)
21.06
2864
136
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 (Applicable G.S.T @12% and 1% Laber cess Extra)
6.72
22713
3380
P.C.C. 1:3:6 with 40 mm. stone ballast coarse sand & cement in foundation SI No.280. (Applicable G.S.T @12% and 1% Laber cess Extra)
16.28
96866
5950
P.C.C. with 20mm. Stone grit coarse sand & cement 1:2:4 SI No. 282. (Applicable G.S.T @12% and 1% Laber cess Extra)
2.3
17250
7500
Ist class brick work in 1:4 cement mortor with cement and coarse sand in foundation upto plinth. SI NO 305 (Applicable G.S.T @12% and 1% Laber cess Extra)
17.47
79488
4550
Brick work 1:3 cement & coarse sand in foundation SI No. 307. (Applicable G.S.T @12% and 1% Laber cess Extra)
43.18
218490
5060
12mm plaster with 1:4 cement and coarse sand including neet finish as per SI NO. 583A+DSR 13.18. (Applicable G.S.T @12% and 1% Laber cess Extra)
67.2
11760
175
2.5cm. Thick plain cement concrete floor in 1:2:4 SI No. 601a. (Applicable G.S.T @12% and 1% Laber cess Extra)
30.7
7214
235
R.C.C. 1:1.5:3 with cement , coarse sand & 20 mm. stone grit SI No. 289 (Applicable G.S.T @12% and 1% Laber cess Extra)
3.6
34380
9550
M.S. or iron work in plain work such as R.C.C or R.B. as per SI No. 504 (Applicable G.S.T @12% and 1% Laber cess Extra)
4.24
19928
4700
Struck pointing in 1:2 cement & fine sand SI No. 574. (Applicable G.S.T @12% and 1% Laber cess Extra)
8.87
1552
175
Same item no. 24 but flush pointing SI No. 575. (Applicable G.S.T @12% and 1% Laber cess Extra)
18
2610
145
Finishing walls with water proof cement paint of approved make and quality on new work with two coat. SI.No. 660 (Applicable G.S.T @12% and 1% Laber cess Extra)
8.87
399
45
Total
-
10838039
-
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