Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Eprocure
Opening Date23 Sep 2019
Closing Date30 Sep 2019
Tender Amount₹ 3,41,64,580
Costs
EMD
₹ 34,16,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UGIDA_384239_1Bid Award Id
ViewTender No
1888/Abhi.Ni.-6/GIDA/2019-20 Dt.21.09.19Tender Authority
Gorakhpur Industrial Development Authority ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal of earth in immediate vicinity. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts. As per MoRT&H Specification Clause Sr. No. 3.6 301 (Applicable G.S.T @12% and 1% Laber cess Extra)
845.01
27040
32
Construction of Embankment with Material Deposited from Roadway Cutting.
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
As per MoRT&H Specification Clause Sr. No. 3.17 305 (Applicable G.S.T @12% and 1% Laber cess Extra)
845.01
72670
86
Granular Sub-Base with Close Graded Material (By Mix in place Method)
Construction of granular sub-base by providing close 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. As per MoRT&H Specification Clause Sr. No. 4.2 401 (Applicable G.S.T @12% and 1% Laber cess Extra)
502.07
2208103
4398
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. As per MoRT&H Specification Clause Sr. No. 4.12 406 (Applicable G.S.T @12% and 1% Laber cess Extra)
320.58
1484285
4630
Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. As per MoRT&H Specification Clause Sr. No. 6.1 601 (Applicable G.S.T @12% and 1% Laber cess Extra)
350.39
2402624
6857
Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. As per MoRT&H Specification Clause Sr. No. 6.2 602 (Applicable G.S.T @12% and 1% Laber cess Extra)
1260.7
11709381
9288
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 and backfilling with approved material.
As per MoRT&H Specification Clause Sr. No. 12.1 304 (Applicable G.S.T @12% and 1% Laber cess Extra)
612.7
34862
56.9
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)
33.42
121147
3625
Brick Masonry Work in Cement Mortar 1:3 in Foundation upto plinth complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. As per MoRT&H Specification Clause Sr. No. 12.5 1300 (Applicable G.S.T @12% and 1% Laber cess Extra)
256.22
1445746
5642.6
2.5CM thick damp proof course with cement concrete consisting of 1part cement 1-1/2 parts approved 13mm. (1/2'') graded stone grit and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufactures. As per SI No. 361 (Applicable G.S.T @12% and 1% Laber cess Extra)
256.22
72254
282
Construction of MEDIAN/DIVIDER as per drawing and technical specification for proper completion of work as direction by Engineer-in-charge. (Applicable G.S.T @12% and 1% Laber cess Extra)
557
2282586
4098
Providing and laying of factory made 80mm. thick rubber moulded interlocking cement concrete tiles (30 mpa) including 25 mm thick compacted bed of fine sand compacting and proper embedding/ laying of interlocking tiles leveking and dressing of surface to required level and slope, filling joints with fine sand including the cost of all material, labour T&P etc. required for proper completion of work as direction by Engineer-in-charge. As per SI No. 1 (New item) (Applicable G.S.T @12% and 1% Laber cess Extra)
1671
1336800
800
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)
905
51494
56.9
Plain cement concrete 1:3:6 nominal mix 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 MoRT&H specification 12.4 2100 (Applicable G.S.T @12% and 1% Laber cess Extra)
175.84
1341237
7627.6
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, As per MoRT&H Spec. Sr. No. 12.5 clause 1300 (Applicable G.S.T @12% and 1% Laber cess Extra)
315.16
1778321
5642.6
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications. As per MoRT&H Spec. Sr. No. 13.1 clause 1300 & 2200 (Applicable G.S.T @12% and 1% Laber cess Extra)
359.58
2126196
5913
Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification. As per MoRT&H Spec. Sr. No. 14.1 clause 1500. 1600 & 1700 (Applicable G.S.T @12% and 1% Laber cess Extra)
116
964540
8315
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per MoRT&H Spec. Sr. No. 14.2 clause 1600 (Applicable G.S.T @12% and 1% Laber cess Extra)
136.6
680404
4981
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. As per MoRT&H Spec. Sr. No. 13.2 clause 1300 & 2200 (Applicable G.S.T @12% and 1% Laber cess Extra)
378.7
24161
63.8
O.B.B. Filter material behind abutment. (Applicable G.S.T @12% and 1% Laber cess Extra)
174
234900
1350
Construction of Subgrade and Earthen Shoulders.
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)
As per MoRT&H Specification Clause Sr. No. 3.18 305 (Applicable G.S.T @12% and 1% Laber cess Extra)
355.95
59799
168
Total
-
34164580
-
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