Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date29 Aug 2023
Closing Date18 Sep 2023
Tender Amount₹ 3,44,74,966
Costs
EMD
₹ 19,24,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_UGIDA_833412_1Bid Award Id
ViewTender No
2232/ABHI.NI.6/CIVIL/2023-24 DT. 25.08.2023Tender Authority
Gorakhpur Industrial Development Authority ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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BOQ Items
Supply and filling of carted earth from a distance not exceeding 7 KM from the site of work and including cost of earth and all materials, labour T & P etc. Earth work in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50mtr. in depth and earth work in embankment & subgrade and earthen shoulders to be in 20cm Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead. (Good Earth brought from out side away from GIDA notified area) MORTH Srno. 3.16 Specification 305.
9626.6
2897606
301
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. Morth Specification 4.10
1005.11
4823522
4799
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.complete as per clause 406. Morth Specification 4.14
1082.42
5570133
5146
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.
5412.12
232721
43
Providing and laying dense graded bituminous macadam with 100 TPH 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. 505 complete in all respects.
405.91
5516722
13591
Providing and applying tack coat with bitumen VG 10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. MoRTH specification clause No. 503 complete in all respects.
5412.12
75769
14
Providing and laying bituminous concrete with 100 TPH 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. 507 complete in all respects.
216.48
3253694
15030
Brick edging on both side of road with Ist class bricks 8cm. Wide 12cm. Deep as per SI No. 765.
0.76
49058
64550
Providing and laying of hot applied 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 streaks and holes.
341.1
210799
618
Supply of 80mm thick mechanically compressed interlocking cement concrete pavers blockmanufactured by high pressure & 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 strenth of concrete pawar blocks shall not be less than 30 MPa & 4.56 kg./no cost of all material, labour T&P etc required for proper completion of work as directed by Engineer-in-charge but excluding U.P.T.T. which shall be paid extra as per rules. (Cement Grey/Ordinary Red) (Rubber Moulded Tiles including 25mm thick compacted bed of ffine sand as per NEW ITEM No - 1 of UPPWD SOR)
1516
1227960
810
S/F of Pavement 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.
759
246675
325
Drain Work
-
-
-
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. Including filling watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royality). SOR SNO- 251
536
64320
120
Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280)
214.3
1277228
5960
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. grade M20 compaction as per MORTH specification clause lo. Case II 12.08 complete in all respects. (RCC 1:1.5:3 with cement coarse sand and 2cm gauge approved stone grit as per UPPWD SOR) For Bottom/Raft Foundation
160.73
1191411
7412.5
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. grade M20 compaction as per MORTH specification clause lo. Case II 12.08 complete in all respects. (RCC 1:1.5:3 with cement coarse sand and 2cm gauge approved stone grit as per UPPWD SOR) For Walls
251.14
1986517
7910
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. grade M20 compaction as per MORTH specification clause lo. Case II 12.08 complete in all respects. (RCC 1:1.5:3 with cement coarse sand and 2cm gauge approved stone grit as per UPPWD SOR) For Slab
19.31
169928
8800
Mild steel or iron in plain work such as reinforced concrete or Reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. ( TMT steel reinforcement- Rate has been analysed as per SAIL Quotation)
507.7
4571330
9004
RCC Culverts
-
-
-
Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. Including filling watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royality). SOR SNO- 251
103.25
12390
120
Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-280)
6.2
36952
5960
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. grade M20 compaction as per MORTH specification clause lo. Case II 12.08 complete in all respects. (RCC 1:1.5:3 with cement coarse sand and 2cm gauge approved stone grit as per UPPWD SOR) For Bottom/Raft Foundation
14.72
109112
7412.5
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. grade M20 compaction as per MORTH specification clause lo. Case II 12.08 complete in all respects. (RCC 1:1.5:3 with cement coarse sand and 2cm gauge approved stone grit as per UPPWD SOR) For Walls
24.16
191105
7910
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. grade M20 compaction as per MORTH specification clause lo. Case II 12.08 complete in all respects. (RCC 1:1.5:3 with cement coarse sand and 2cm gauge approved stone grit as per UPPWD SOR) For Slabs
7.59
66792
8800
Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (SOR SNO-279) but CC in 1:1.5:3 with 2cm gauge stone grit SOR No 279 (2)
2.02
14059
6960
Steel reinforcedment for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level ( TMT bars of grade Fe- 500D or more) (Rate has been analysed as per SAIL Quotation)
72.96
656931
9004
Finishing walls with water proof cement paint of approwed make and quality on new work with two coats to give as even shade, including supply of all materials, labour and T&P etc. required for proper completion of the work.
9.19
431
47
Total (Applicable G.S.T @18% Extra in All Item )
-
34474966
-
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