Jharkhand Industrial Area Development Authority Tender
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Jharkhand Industrial Area Development Authority Tender
Civil And Construction
Eprocure
Opening Date1 Oct 2024
Closing Date16 Oct 2024
Tender Amount₹ 43,51,06,017
Costs
EMD
₹ 43,51,600Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_JIADA_94793_1Bid Award Id
ViewTender No
JIADA/SBD/01/Adityapur/2024-25 (2nd Call)Tender Authority
Jharkhand Industrial Area Development Authority ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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900-1800mm
1
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Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately.
223
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Transformer to be shifted
26
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Dismantalling of stone masonary in cement mortar and other Structure comprising of Masnory, cemnet concrete ,wood work,Steel work including T&P and scaffolding wherevr necessary, sorting the dismantal materail ,disposal of unserviceable material and stacking the serviceable material with all lifts lead of 1000meters. Stone Masonary Work
8.87
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Wall (Stone Masonry)
66.44
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RCC M20 and above
94.47
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Dismantling of existing structures like culverts,bridges, retaining walls and other structure, comprising of masonry, cement concree, wood, work, steel work, including T&P and scaffolding, wherever necessary, sorting the dismantled material, disposal of unserviceable material and.stacking the serviceable material with allk lifts and lead of 1000 metres Side wall (Drain)
Base Slab (Drain)
8879.73
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Construction of Embankment ,Subgrade and Shoulder 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 and lead upto 1000m (including royality @ Rs. 27.48 per including watering,rolling & compaction) (i) Ordinary soil.
1124.39
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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.
16899.49
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
24912.62
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
2411.9
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Sub Base and Base Course Construction of granular sub base by providing coarse graded material @ 1.28 m3 / m3 , 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 clause401. As per MORT&H specification401 (5th revision) and direction of E/I
3094.01
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Pavement 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.)
2887.67
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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 )
18164.6
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Miscellaneous Works Providing and fixing of Retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting ,1.5 mm thick supported on a mild steel iron angle post 75mmx75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 gradecement concrete 45cmx45cmx60cm ,60 cm below ground levelas per approved drawing (ii)90cm Equilateral triangle
68
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(viii)60 cm. Circular
34
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(xv)90 cm. high Octagonal
34
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
6.38
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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.
692.28
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Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings
44
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Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Colour of lighting could be provided in red or yellow (amber) as per requirement and typical frequency blinking in 1 Hz. There should be current losses of less than 20 microamperes at 2.4V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10mmx100mmx100mm. Also, the surface diameter of the marker shall not be less than 100mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.)
512.8
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Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.)
399.1
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Garbage Container (Metal)- 4.5cum
34
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Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..
650.38
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Plantation 11.09 Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed
farm yard/sludge mannure, planting the
saplings, backfilling the trench, watering, fixing
the tree guard and maintaining the plants for
one year)
6
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Box Culvert Size .Earth work in excavation for 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.
940.94
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Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications.
161.51
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Plain/reinforced cement concrete (RCC Grade M25) in substructure complete as per drawings and technical specification In Box Culvert.
1172.25
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications.
75.07
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specication.
289.16
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Reinforced cement concrete (M-30) approach slab including reinforcement and formwork complete as per drawing and Technical specifications.
547.05
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
521
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
521
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Drainage Spouts complete as per drawing and Technical specifiction
126
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
409.92
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.
801.36
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RCC Drain Earth work in Excavation of Foundation of Strycture as per drawing and technical specification, including setting out, consruction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and backling with approved materal.
18668.92
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Providing P.C.C.M10 with nominal mix (1:3:6) in foundation with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days.
1777.99
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Providing R.C.C.M20 in substructure foundation with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days Base Slab Side Wall
6021.98
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Providing R.C.C.M30 in superstructure foundation with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days Drain cover.
2315.25
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Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications.
623.13
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S/F/F M.S. Grill made with 25mmx8mm flats @ 19mm C/C fitted on 50x50x8mm M.S. angle frame duly fixed in Drain cover with 75mmx12mmx8mm fishtailed Clamps-do-all complete as per specification and direction of E/I.
11596.5
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Utility Duct Earth work in Excavation of Foundation of Strycture as per drawing and technical specification, including setting out, consruction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and backling with approved materal
11932.76
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Providing P.C.C.M10 with nominal mix (1:3:6) in foundation with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days
1136.45
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Providing R.C.C.M20 in substructure with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days Base Slab Side Wall Base Slab Side Wall.
3854.06
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Providing R.C.C.M30 in superstructure with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 daysDuct cover.
1482.33
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Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications.
398.29
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Main Gate and Guard Room Earth work in excavation for 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.
31.85
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Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications.
2.16
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RCC Grade M-25 using bacting plant, Transit mixer & concrete pump.
4.27
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Back filling behind Abutment, wing wall ,return wall complete as per drawing and technical specification.
22.32
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specification.M-30
3.09
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Furnishing and Placing Renforced/ Presressed cement concrete insuper structure as per drawing and Technical specifacation M-30
4.56
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Brick masonry work in 1:6 in super structure complete excluding pointing and plastering as per drawing and technical specifications.
4.37
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Plastering with cement mortar (1;3) on Brick work in substructure as per technical specification.
56.34
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Painting two Coats on New Concrete Surface (painting two coats after filling the surface with synthetic enamel paint in sqm all sheads on new platered concrete surfcae.
37.98
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications.
1.55
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GST
0.18
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LABOUR CESS
0.01
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