Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Eprocure
Opening Date8 Sep 2020
Closing Date29 Sep 2020
Tender Amount₹ 24,15,536
Costs
EMD
₹ 2,50,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UGIDA_509165_1Bid Award Id
ViewTender No
1245/ABHI.NI.6/GIDA/2020-21 DT. 04.09.2020Tender 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 )
88.86
-
4419
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 )
75.64
-
4579
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 )
367.2
-
26.1
Tack Coat Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Applicable G.S.T @12% and 1% Laber cess Extra )
367.2
-
12.6
Open - Graded Premix Surfacing 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. (Applicable G.S.T @12% and 1% Laber cess Extra )
367.2
-
182.5
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.. (Applicable G.S.T @12% and 1% Laber cess Extra )
367.2
-
61.7
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 )
0.07
-
64550
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 )
21.6
-
427
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 )
396
-
810
E/W excavation in foundation for drain SI No. 251. (Applicable G.S.T @12% and 1% Laber cess Extra )
63.18
-
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
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.. (Applicable G.S.T @12% and 1% Laber cess Extra )
122.42
-
58
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 )
32.08
-
7797
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 )
1.27
-
8264
Brick work 1:3 cement & coarse sand in foundation SI No. 307. (Applicable G.S.T @12% and 1% Laber cess Extra )
43.18
-
5065
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 )
47.13
-
8788
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 )
38.24
-
5119
2.5cm. Thick plain cement concrete floor in 1:2:4 SI No. 601a. (Applicable G.S.T @12% and 1% Laber cess Extra )
8.5
-
237
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
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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