Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Eprocure
Opening Date23 Jul 2019
Closing Date8 Aug 2019
Tender Amount₹ 4,54,95,000
Costs
EMD
₹ 45,49,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UGIDA_366262_1Bid Award Id
ViewTender No
1189/ Abhi-Ni-6/ Nivda Civ/GIDA Date 17-7-2019Tender Authority
Gorakhpur Industrial Development Authority ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
Construction of sub-grade and earthen shoulders with approved material obtained from road side 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)
1137.5
-
163
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)
260
-
4356
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)
715
-
4591
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. As per MoRT&H 5.1 clause 502
(Applicable G.S.T @12% and 1% Laber cess Extra)
6500
-
27
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom etc complete. work as per MoRT&H 5.2clause 503
(Applicable G.S.T @12% and 1% Laber cess Extra)
6500
-
11
Providing and laying dense graded bituminous macadam with 100 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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. (Including Plastic waste material @ 8% of bitumen content) (Applicable G.S.T @12% and 1% Laber cess Extra)
325
-
10100
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom etc complete. work as per MoRT&H 5.2clause 503
(Applicable G.S.T @12% and 1% Laber cess Extra)
6500
-
10
Providing and laying bituminous concrete with 100 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 (VG-30) @ 5.4 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. (Including Plastic waste material @ 8% of bitumen content) (Applicable G.S.T @12% and 1% Laber cess Extra)
162.5
-
10900
Supply of 80mm. Thick I shaped mechanically compressed inter locking cement concrete pavers black manufactured by high pressur & controlled vibration machine having plan dimension 200x(600+120mm). With minimum 5mm. Thick topping of O.P. cement mixed with 25% marble power. The compressive strength of concrete pawar blocks shall not be less than 30 MPa & 4.56 kg./no. including cost of all material, labour T&P etc. required for proper completion of work as direction by Engineer-in-charge but excluding U.P.T.T. which shall be paid extra as per rules. (Cement Grey/Ordinary Red) As per SI No. NS 10 (Applicable G.S.T @12% and 1% Laber cess Extra)
2600
-
800
Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes . (Applicable G.S.T @12% and 1% Laber cess Extra)
260
-
427
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 MoRT&H specification 304 (Applicable G.S.T @12% and 1% Laber cess Extra)
1430
-
58
Concrete with 4cm. Gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. As per SI No. 275 (Applicable G.S.T @12% and 1% Laber cess Extra)
78
-
3625
Brick Masonry Work in Cement Mortar 1:3 in Foundation upto plinth complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. (Applicable G.S.T @12% and 1% Laber cess Extra)
598
-
5633
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 MoRT&H specification 304 (Applicable G.S.T @12% and 1% Laber cess Extra)
4888
-
58
PCC M 15 in Foundation
Plain cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per Sr. No. 12.8 MoRT&H specification 1500, 1700 2100 (Applicable G.S.T @12% and 1% Laber cess Extra)
390
-
8147
RCC Grade M25
Furnishing and Placing Reinforced cement concrete M-20 in super-structure as per drawing and Technical Specification in using (concrete mixer) (Applicable G.S.T @12% and 1% Laber cess Extra)
1540
-
8592
HYSD Bar
Supplying fixing & placing HYSd Bar reinforcement in super-structure as per drawing and Technical secification. (Applicable G.S.T @12% and 1% Laber cess Extra)
1200
-
4981
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