Jharkhand Industrial Area Development Authority Tender
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Costs
EMD
₹ 2,96,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_JIADA_84470_1Bid Award Id
ViewTender No
JIADA/SBD/15/Mihijam/2023-24Tender Authority
Jharkhand Industrial Area Development Authority ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 metres-RCC M-20 and Above.
13.5
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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. 30.00 per including watering, rolling & compaction) (i) Ordinary soil
2302.3
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structuires graded and compacted to meet requirement of table 300-2.
19.71
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-
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 MOSRT&H specification401 (5th revision) and direction of E/I Grading V
281.12
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(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 600-1,cement content not to be less than 150 kg/ cum , optimum moisture content to be determined days, mixed in a bactching plant, transported to site,laid with a paver with electronic senser, compacting with 8-10tonnes vibratory roller, finishing and curing )
227.41
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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, maximumsize of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per apporved mix design, transported to site, laid with a fixed form or slip from paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion , construction and longitudinal joints, joint filler, separation membrane, sealent primer, joint sealant, debonding strip, dowel bar, tie rodadmixtures as approved curing compound finshing to lines and grades as per drawing ( PQC)
1084.32
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-
Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign 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 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing. 90cm Equilateral triangle
1
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Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign 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 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing. 60cmx60cm Square
1
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-
Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign 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 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing.)80cmx60cm rectangular
2
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-
Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign 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 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing.) 60cm.x45.0cm rectangular
2
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-
Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign 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 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing.)80cmx60cm rectangular 60 cm. Circular
2
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-
Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign 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 grade cement concrete 45cm x 45cm x60cm ,60 cm below ground levelas per approved drawing.)80cmx60cm rectangular 90 cm. high Octagonal
1
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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
0.75
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade
200
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )
22.5
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Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
1
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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.
408
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-
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
50
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
48
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
1261.7
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Providing and laying factory made chamfered edge cement concrete paver block in footpath, parks, lawns, drive way or light trafic parking etc, of required strength thickness & size/shape, made by table vibratory method using PU mould, laid in required colour& pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-charge 80 mm thick C.C.paver block of M-30 grade with approved color design and pattern.
1258.6
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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.
92.46
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications M20
337.68
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification M30
120.59
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
40.62
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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.
50.25
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
361.8
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification M30
66.32
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
27.9
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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.
417.62
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.M15
77.72
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
169.62
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
36.03
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification M25
28.84
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications M20
2.08
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.26
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Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face)
(ii) M 30 grade concrete
10.8
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
68
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-
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
29.88
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-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
18.14
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Providing Tar Phelt Cushion under the deck slab as per direction of E/I
2
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joints for fixed ends of simply supported spans not exceeding 10.0m to cater for a horizontal movement upto 20 mm , covered with sealant complete as per drawing and technical specification
48
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-
Providing and filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight
48
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Numbering and writing the culvert no. on plastered concerete surfaceses as per direction of E/I
2
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Supply of hot dip galvanised steel OCTAGONAL Pole heigh-9 mtrs top OAF-bottom 702mm, Bottom QAF-155, Thickness-3mm Base Plate - 260X260X16 mm PCD-260 mm. Supply of foundation accessories set each set consists of 4 nos of M24X750 J bolts 10% templates, Supply of hot dip galvanised standard single arm bracket with 1.0 mtrs Overhang and with 48.3 mm OD Pipe, Make- Surya/Bajaj or equv, As per requirement & technical specification
20
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-
Errection of steel OCTAGONAL Pole of length 9 mtrs of foundation plinth 300X300X1800 in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required
20
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-
S/F 240 Volt, 2/32 amp single Pole ' C ' Series M.C.B suitable for inductive loads for 120 W. LED light in the existing Octagonal pole complete with connection testing and commissioning etc. As per requirement & technical specification
20
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-
S/F 4 Pole pvc. Connector to be fixed in inner space of octagonal pole for connection of cable etc. As per requirement & technical specification
20
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Supplying and Drawing 2x2.5 square mm of FR, PVC insulated copper conductor, single core cable in the existing 9 mtr long octagonal pole ...As per requirement & technical specification
200
-
-
S/F 120 watt LED light of presure dia cast aluminium housing body with optimal heat sink for better thermal dissipation with Injection moulded diffuser in made of special polycabonate material with high transmission index, deliveringg superior light output, Model no.BRTFG 120 W L... As per requirement & technical specification
20
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-
Supplying XLPE insulated PVC Sheathed armoured cable with aluminium conductor for working voltage up to and 1/C 1100 V as per IS:4099 (part-1) of following sizes (V guard) / Polycab /Finolex or equivalent)...As per requirement & technical specification
468.1
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(a) 4 Crore X 16 Sq.mm ( including 6x60 mtr Service connection Laying of one number PVC insulated and PVC Sheated / XLPE power cable of 1.1 KV grade of size not exceeding 25 sq. mm direct in ground including excavation and refilling the trench etc as required, but excluding sand cushioning and protective covering...As per requirement & technical specification
626
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-
Supplying and making outdoor end termination with brash compression gland and AL, lugs of following size PVC insulated and PVC sheated/XLPE AI. Cond Cable of 1.1 KV grade As per requirement & technical specification (a) 4 Crore X 16 sq.mm
40
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-
Supplying and laying following dia GI medium class pipes a) in road crossing 40 mm dia GI Pipe.
10.4
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Supplying and laying following dia GI medium class pipes (b) in Pole Plinth for raising of cable PVC/GI pipe 25 mm dia
36
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-
S/F/F Street light automatic controller time light D.B 110 amp 3 Pole/230 Volt, Digital mode IHXTC 89110 Havells/Indo-Asian) including the cost of F/F time light D.B on service pole with GI/ MS Clamp, required size Nut-Bolt all complete As per requirement & technical specification
1
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-
Earthing with copper earth plate 600mmX3mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. As required ( but without charcoal or coke and salt ) As per requirement & technical specification
1
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-
Extra for using salt and coke for G.I or Copper Plate earth electrode as required As per requirement & technical specification
1
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-
Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. As per requirement & technical specification
20
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-
E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).
Ordinary Soil (Upto 3m) (Mechanical Means)
7.88
-
-
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
PCC Grade M-15 (Leveling Course)
0.95
-
-
Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M-20
3.89
-
-
Plain/Reinfoced Cement concrete in Substructure complete as per drawing and technical specifications.
RCC Grade M-20
1.44
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-
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
HYSD Bars in Foundations
For Detailed Calculation Refer Bar Bending Schedule
0.27
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
HYSD Bars in Substructure
For Detailed Calculation Refer Bar Bending Schedule
0.27
-
-
Plastering with cement mortar (1:3) in substructure as per technical specifications
7.53
-
-
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
7.56
-
-
Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)
2.25
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20
3
-
-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
0.19
-
-
Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I.
21
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-
GST
0.18
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-
LABOUR CESS
0.01
-
-
Evaluation Notes How It Works ?
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