Jharkhand Industrial Infrastructure Development Corporation Tender
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Jharkhand Industrial Infrastructure Development Corporation - JIIDC Tender
Eprocure
Opening Date23 Nov 2018
Closing Date12 Dec 2018
Tender Amount₹ 1,93,69,000
Costs
EMD
₹ 3,78,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_JIIDC_34160_2Tender No
JIIDCO/10/2018-19Tender Authority
Jharkhand Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Sub- Base Course
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, completes as per clause 401.
for grading -I materials (GSB) Vide section-I
Add 1.0% for extra widening at curve & junction improvement
426.01
1017137
2387.59
Base Course
Wet Mix Macadam Providing, laying, sprading and compacting graded stone aggregates to wet mix macadam specifiction including premixing the Material with water at OMC in mechnical mix plant carriage of mixed Material bu tipper to site, laying in uniform layers with pavar in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Vide section-I
Add 1.0% for extra widening at curve & junction improvement
409.2
1104807
2699.92
Dry lean cement concrete sub-Base (Contruction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate confirming to IS 383, the size of coarse aggregate not exceeding 25mm 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 150kg/cum, optimum moisture content to be determind days,mixed in a batching plant, transported to site, laid with a paver with electronic senser, compacting with 8-10 tonnes vibratry roller, finishing and curing).
Vide section-I
Add 1.0% for extra widening at curve & junction improvement
392.38
1411159
3596.41
Cement concrete Pavement (construction of un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @400kg per cum, coarse and fine aggregate conforming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a baching 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 continouous opreation including provision of contraction, expansion, construction and longitudnal joints, joint filler separation membrane, sealent primer joint sealent debonding strip, dowel bar, tie rod, admixture as approved, curing compound, finished to lines and grades as per Drawing)
Vide section-I
653.97
4240014
6483.5
Cross drain
Excavation for structure (earth work in excavation of foundation of structure as per drawing and technical specication, including setting out, construction of shoring and bracing, removal of stumps and other delterious matter,dressing of side and bottom and backfilling with approved material.)
63
8480
134.61
P.C.C. 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size machanically mixed, placed in foundation and compacted by vibration including curing for dayes.)
5.04
20267
4021.42
Plain / Reinforced cement concrete in sub-structure as per drawing and technical specification.R.C.C. Grade-M-20Base slab Side wall
34.2
177457
5188.81
Furnishing and placing reinforced/prestressed cement in super structure as per drawing and technical specification R.C.C. M-30
12.6
78420
6223.86
Supplying fitting and placing HYSD bar reinforcement insuper structure complete as per drawing and technical specification..
2.92
227745
77995.11
Brick masonary work in (1:3) in sub structure comlete excluding pointing and plastering s per drawing and technical specification prapaet wall.
1.43
8067
5641.29
Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specification .
Top of Parapet
Top of Parapet Side of Prapet
10.75
12257
1140.25
Painting two coats after filling the surface with synthetic enemel paint in all sheades on new plasterd concrete surface.
Total Quantity of item no 14.
10.75
705
65.61
1Mx1M Drain
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, leveling ramming the foundation trenches, removing roots of trees, shrubs all comlete as per approved design, building specication and direction of E/I.
1286.5
159140
123.7
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all comlete as per building specification and direction of E/I
232.9
58842
252.65
Providing designation 75A one brick flat solling joints filled with local sand including cost of watering taxes royalty all comlete as per building specication and direction of E/I.
1951
526087
269.65
Providing Tor steel reinforcement of 8mm dia. Rods as per approved design and drawing excluding carriage of bars to work site, cutting bending, and binding with annealed wire with cost of wire , removal of rust, placing the rods in position all comlete as per building specification and direction of E/I
53.47
3982460
74480.28
Providing R.C.C M-20 with nominal mix of (1.1.5:30 ) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, virating, stricking, curing (but excluding the cost of reinforcement, taxes and royalty all comlete, as per building specication and dircetion of E/I.
685.78
4521868
6593.76
Filling in foundation trenches and plinth in layers not exceeding 150mm. Thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5 M all complete as per building specication and direction of E/I.
2224
100168
45.04
Carriage
Brick lead -8 Km.
63.98
54503
851.88
Cement -5 km.
318.43
55788
175.2
Sand lead -20Km.
579.67
318998
550.31
Stone chips lead 30Km.
633.85
443853
700.25
Steel Lead -5 K m.
56.39
9879
175.2
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