Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Civil And Construction
Eprocure
Opening Date16 Mar 2022
Closing Date30 Mar 2022
Tender Amount₹ 5,14,34,344
Costs
EMD
₹ 10,29,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UGIDA_679421_1Bid Award Id
ViewTender No
4094/ABHI.NI.-6/GIDA/2021-22 DT. 15.03.2022Tender 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 )
1146.57
-
4417
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 )
712.67
-
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 )
3493.5
-
35
Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam 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 @ 4.0 to 4.5 per cent by weight of total 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. 507 complete in all respects. (Applicable G.S.T @12% and 1% Laber cess Extra )
262.01
-
13060
Tack Coat (For BC) Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2Providing and applying tack coat with bitumen VG 10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(Applicable G.S.T @12% and 1% Laber cess Extra )
3493.5
-
19.9
Bituminous Concretet Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects(Applicable G.S.T @12% and 1% Laber cess Extra )
139.74
-
14449
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 )
0.69
-
64550
Ist class brick work in 1:4 cement mortor with cement and coarse sand. SI NO 305(Applicable G.S.T @12% and 1% Laber cess Extra )
94.53
-
4555
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 )
205.5
-
427
C.C. 1:2:4 with cement, coarse sand and 20mm stone grit. SI NO-282(Applicable G.S.T @12% and 1% Laber cess Extra )
12.6
-
7510
Providing and laying of factory made 80 mm thick rubber moulded Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of work as directed by Engineer-in-Charge. As per New Item-1 (Applicable G.S.T @12% and 1% Laber cess Extra )
1370
-
810
S/F of Pavvement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dimenson/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident incident light I/C all tax.(Applicable G.S.T @12% and 1% Laber cess Extra )
685
-
325
Excavation for Structures 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. As per Sr. No. 12.1 Morth Specification 304. (Applicable G.S.T @12% and 1% Laber cess Extra )
2807.65
-
59
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 )
406.65
-
7850
R.C.C. Grade M-20 1:1.5:3 with cement , coarse sand & 20 mm. stone grit. (Applicable G.S.T @12% and 1% Laber cess Extra )
1603.4
-
8873
HYSD BAR Mild steel or iron work in plan work suck as concrete or reinforced brick work ( when not included in an over all rates ) wought to required shape as necessary including bending for proper completion of the work and and including supply of all steel and wastage and over lapping & hooks. (Applicable G.S.T @12% and 1% Laber cess Extra )
1888
-
5119
Dewatering (Applicable G.S.T @12% and 1% Laber cess Extra )
2
-
50000
Total
-
-
-
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