Jharkhand Industrial Area Development Authority Tender
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Costs
EMD
₹ 8,12,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_JIADA_94797_1Bid Award Id
ViewTender No
JIADA/SBD/03/Hzaribagh/2024-25Tender Authority
Jharkhand Industrial Area Development Authority ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
girth from 900mm to 1800 mm
2
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girth above 1800mm
1
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Excavation in Soil using Hydraulic Excavator and Tippers with Dispoasal Upto 1000 Metres. Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slops, in accordance with requirements of lines, grade and cross section and transporting to the embankment location within all lifts and lead upto 1000m
5536.83
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Construction of Embankment with material Deposited from Roadway Cutting 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.
178.22
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Granular sub-base with graded material (table:-400-1 plant Mix Methed 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.
876.36
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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.)
584.24
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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 )
2780.36
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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
4
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(vi)60 cm.x60cm square
3
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(iv)80x60cm Rectangular
3
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(v)60x45cm Rectangular
3
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(vi)60 Rectangular
4
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(vii) 90 cm High Octagonal
4
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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
1.8
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Printing New Letter and figures of any shade ( Printing new letter and figure of any shade with synthetic enamel paint black or any other approved color to give an even shade ) English and roman (hyphens and the like not to be measured and paid For)
630
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Road marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous Surfacecompound 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.
586.15
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Painting Lines, Dahes, 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 confirming to IS:164non bituminous surface, including cleaning the surface of all dirt dust and other foreign matter, demarcation at site and traffic control)
10.8
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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.)
388
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Cast-in-Situ cement Concrete M-20 kerb ( Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M-20 grade PCC on M-15 grade foundation 150mm thick foundatin having 50mm projection beyond kerb stone , kerb stone laid with kerb laying machine foundation concrete laid manually all complete as per clouse 406)
11
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Plain/Reinforced cement concrete (PCC Grade M-20) in open foundation complete as per drawing and technical specifications.
68.75
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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.)
37
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Road Traffic signals Sollar blinker Operated (Since it is a ready made item commercially produced and erected by specialised firm in the electrical and electronic field rate may be taken based on markewr enquirey from firms specification in this field and SIS Certfied for the apprived design and drawing.
2
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RCC Box Culvert Excavation for structures
Earth work in excavation of foundation of structures as per drawing and technical specifications, 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.
(I) Ordinary soil
(i) Mechanical Means (Depth upto 3 m)
41.59
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Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. A - PCC GRADE M-15 PCC Grade M15 using batching plant & concrete pump
8.91
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Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications. B - RCC Grade M25 Superstructure RCC Grade M25 using batching plant, transit mixer & concrete pump.
13.51
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Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications.B - RCC Grade M25 Substructure RCC Grade M25 using batching plant, transit mixer & concrete pump.
18.72
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Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.E - RCC Grade M25 Foundation Case I - RCC Grade M25 using batching plant, transit mixer & concrete pump.
13.51
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Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications
4.87
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Dismantling of Structures 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
10.5
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Dismantling of Structures 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
186.48
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RCC Drain With Utility Duct Excavation for structures
Earth work in excavation of foundation of structures as per drawing and technical specifications, 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.
(I) Ordinary soil
(i) Mechanical Means (Depth upto 3 m)
5624.58
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Plain/Reinforced Cement concrete in open foundation complete as per drawing and technical specification. PCC M15
338.47
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RCC Grade M-25 using batching plant ,transit mixer & concrete pump.
2496.59
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Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications
231.19
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Removal of telephone/Electric poles/Transformer including excavation and dismantling of foundation concrete and lines under the supervision of concrned department, disposal with all lifts and upto a lead of 1000 metres and stacking the serviceable and unserviceable material separatly. telephone/Electric Pole
15
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Light Pole
24
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Transformer
5
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Gate and Guard Room Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto50 m. including all lifts leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
30.78
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Sand filling in foundation all complete as per approved design, building specification and direction of E/l.
1.3
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Providing P.C.C.M-15 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 205 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position. Vibrating, striking, curing, taxes and royalty all complete as per building specification drawing and direction of Engineer incharge.
1.7
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Providing RCC M-20 in foundation in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm 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.Vibrating, striking, curing, taxes and royalty all complete as per building specification,drawing and direction of Engineer incharge.
7.7
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Providing RCC M-20 in tie beam with approved materials all complete as per drawing specification and direction of E/I
2.5
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Providing RCC M-20 in column in nominal mix of (1:1.5:3) in column with approved quality of stone chips 20 mm to 6 mm 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. Vibrating, striking, curing, taxes and royalty all complete as per building specification,drawing and direction of Engineer incharge.
6.2
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Providing R.C.C.M-20 in nominal mix of (1:1.5:3) in beam with approved quality of stone chips 20 mm to 6 mm 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. Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer incharge.
0.58
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Providing R.C.C.M-20 in nominal mix of (1:1.5:3) in slab with approved quality of stone chips 20 mm to 6 mm 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. Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer incharge.
0.5
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Providing designation 75 A brick work in C.M.(1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, materials, scaffolfing, raking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/l.
3.81
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Providing TMT bar reinforcement as per approved design and drawing excluding carriage of Rods (straight or in coils) to work, site cutting, bending and binding with annealed wire complete as per building specification and direction of E/l.
2.35
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Providing 12mm thick cement plaster(1:6) with all leads and lifts including cost of all materials, labours,royalty and taxes all complete as per drawing specification and direction of E/I
19.2
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Providing 6mm thick cement plaster(1:4)in ceiling with all leads and lifts including cost of all materials, labours,royalty and taxes all complete as per drawing specification and direction of E/
4
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Providing 2mm thick P.O.P on new plaster surface to prepare the surface even and smooth all complete as per drawing specification and direction of E/I
13.6
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Providing two coat of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plaster surface by rubbing smooth with pumic stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per drawing specification and direction of E/I
13.6
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Providing two coat of snowcem of approved shade and make over new surface including preparing the plaster surface by rubbing smooth with pumic stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per drawing specification and direction of E/I
9.6
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Providing and laying 6mm thick vetrified floor ceramick tile with water absorption less than 1% and flexural strength not less than 30N/mm2 in all colour and shades layed on 20mm thick cement mortar 1:4 including grouting the joints with white cement and matching pigment etc size of tiles 60x60cm all complete as per drawing specification and direction of E/I
3.6
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Providing and laying 6mm thick vetrified in skirting ceramick tile with water absorption less than 1% and flexural strength not less than 30N/mm2 in all colour and shades layed on 20mm thick cement mortar 1:4 including grouting the joints with white cement and matching pigment etc size of tiles 60cmx60cmx(150mm) all complete as per drawing specification and direction of E/I
3.2
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Supplying and fitting of Wooden Choukhta as per direction of E/I (75mm thick sal wood)
0.4
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Supplying and fixing good quality prefabricated ventileters of size-600x600 all complete as per drawing specification and direction of E/I
1
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Supplying and fixing good quality door framed, doorleaf with all accessories such as lock,hinges,bolt prepainted fabricated from 1.5mm steel, galvanised asper ASTM A525 M/IS-14246 or equivalent,and panneled door of size -1800mmx1200mm and 750mmx1800mm with flush door of 44mm thick of cold rolled steel of 0.9mm thk ,stiffened and sound deadened with honeycomb/polystyrene or equivalent with all complete as per drawing specification and direction of E/I D0-7'X2'6"(single swing).
1
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Supplying and fixing window alluminium frame with window full glazed toughned 4mm glass of size-1200mmx1200mm with insect screen, main frame thickness 1.3mm all complete as per drawing specification and direction of E/I
1
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Cost of electical fitting and fixture =5% of cost of civil works
1
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GST
0.18
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LABOUR CESS
0.01
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