Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Eprocure
Opening Date11 May 2020
Closing Date2 Jun 2020
Tender Amount₹ 45,96,402
Costs
EMD
₹ 4,60,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UGIDA_467708_1Bid Award Id
ViewTender No
4014/ABHI.NI.-6/GIDA/2019-20 DT. 28.04.2020Tender Authority
Gorakhpur Industrial Development Authority ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
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 )
192.33
-
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 )
175.58
-
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 )
850.68
-
21
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 )
42.53
-
9280
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 )
850.68
-
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 )
21.27
-
10599
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 )
0.18
-
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 )
60
-
510.1
Providing and laying of factory made 80mm thick rubber moulded Interlocking cement conctrete tiles (30mpa) including 25mm thick compacted bed of fine sand including the cost of material, labour T&P etc. required for proper complition of work as directed by Engineer-in-charge. (SI No. New Item 1) (Applicable G.S.T @12% and 1% Laber cess Extra )
778
-
800
E/W excavation in foundation for drain SI No. 251. (Applicable G.S.T @12% and 1% Laber cess Extra )
399.18
-
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
-
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 )
48
-
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
-
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 )
8.63
-
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 )
124.8
-
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
-
5060
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 )
5.6
-
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 )
6.59
-
4700
2.5cm. Thick plain cement concrete floor in 1:2:4 SI No. 601a. (Applicable G.S.T @12% and 1% Laber cess Extra )
188.5
-
235
Struck pointing in 1:2 cement & fine sand SI No. 574. (Applicable G.S.T @12% and 1% Laber cess Extra )
8.87
-
175
Same item no. 23 but flush pointing SI No. 575. (Applicable G.S.T @12% and 1% Laber cess Extra )
18
-
145
12 mm cement plaster finished with a floating coat of neat cement of mix 1:3, 1cement and 3 fine sand.( DSR CODE NO. 13.7.1) (Applicable G.S.T @12% and 1% Laber cess Extra )
480
-
216
Finishing wall with cement paint with three coat SI No. 660. (Applicable G.S.T @12% and 1% Laber cess Extra )
8.87
-
45
Total
-
-
-
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