Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date23 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 44,02,898
Costs
EMD
₹ 88,058Document Cost
₹ 500Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_CEPWD_428742_2Bid Award Id
ViewTender No
NIT-10/2024-25 EE PWD DN CHITTORGARHTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Sadi to Gopalpura Road Km. 0/0 to 1/700.
146.25
170
24863
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 by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
2599.13
101
262512
Providing, laying and spreading of granular sub- base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.By Mix in Place Method.Grading-III
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
487.5
320
156000
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all
lift and lead.
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
970.88
1100
1067968
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer‟s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
4972.5
25
124313
(a) Add extra to above item per kg extra
in emulsion per 10 sqm
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
4972.5
3
19244
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer‟s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification
Cl. 502, 112.
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
4972.5
9
44753
(a) Add extra for above item per 0.1 kg
extra in emulsion per sqm
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
4972.5
3
18150
Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as perTable 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead and lift for mix of Material (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
4972.5
100
497250
Providing and applying Premixed Seal Coat type “B”comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder(including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG 30 grade
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
4875
36
175500
Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).300 mm dia
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
37.5
1215
45563
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 angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm equilateral triangle
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
6
1894
11364
Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900mm×750 mm stiffened by angle iron 25 mm×25 mm×3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65×50mm) duly embedded in cement concrete M-15 grade of block of 600mm×600mm×750 mm size below ground level as per enclosed drawings & as directed by Engineering-In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc.complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
1
8300
8300
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms 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.
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
405.2
559
226507
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Ordinary kilometer stone (precast)
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
2
1578
3156
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.Hectometer stone (precast)
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
8
453
3624
Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm,100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/ 5 degree. The strength of detachment of the integrated cylindrical shanks, (of
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(of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer‟s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
180
185
33410
Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle,
screed and plate vibrators and finished
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in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, as per drawing and MoRTH Specification : Clause No. 602, 112. using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering
process with all required equipmentsUsing Cement concrete M-30 pavement Grade
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Sadi to Gopalpura Road Km. 0/0 to 1/700.
306
5454
1668924
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