Public Works Department Tender
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Costs
EMD
₹ 5,19,480Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_339119_8Bid Award Id
ViewTender No
SE PWD CIRCLE BUNDI NITNO-05-2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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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 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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-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
105
-
1
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Total
105
12285
117
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Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift
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-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
443.1
-
1
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
1415.63
-
1
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Total
1858.73
2643114
1422
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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift
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-
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
5832.38
-
1
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Total
5832.38
9355138
1604
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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 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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-
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
28312.5
-
1
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Total
28312.5
999431
35.3
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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 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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-
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
28312.5
-
1
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Total
28312.5
373725
13.2
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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 per Table 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 & lift (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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-
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
28312.5
-
1
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Total
28312.5
3227625
114
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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 VG30 grade
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-
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
28312.5
-
1
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Total
28312.5
1132500
40
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Kilometre Stone 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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-
-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
2
-
1
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
9
-
1
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Total
11
21318
1938
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Kilometre Stone 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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-
-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
4
-
1
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
28
-
1
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Total
32
17824
557
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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 900 mm × 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 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 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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-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
1
-
1
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
1
-
1
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Total
2
15488
7744
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Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.
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-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
2
-
1
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
2
-
1
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Total
4
13200
3300
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic 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.
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-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
45
-
1
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
160
-
1
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Total
205
129560
632
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Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
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-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
20.25
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1
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
135
-
1
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Total
155.25
11644
75
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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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-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
22.5
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1
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
150
-
1
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Total
172.5
225113
1305
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Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.
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-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
13.65
-
1
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
91
-
1
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Total
104.65
416298
3978
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Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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 blening to be as per Table 600-1, cement content not to be less than 200 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 tonne vibratory roller, finishing and curing.
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-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
413.1
-
1
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Total
413.1
1269043
3072
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Supply of retro-reflective name board size 600×900mm made out of 2mm thick aluminium sheet fixed on post and frame made out or angle iron 50×50×6mm 3m long using stainless steel nut bolts of 8mm dia aluminium sheet is covered with high intensity grade Retro-reflective letters in black post duly painted in black and white synthetic enamel, complete in all respect confirming to MoRTH specifications (2001) cl. 801.
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-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
2
-
1
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
3
-
1
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Total
5
33000
6600
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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 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
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-
-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
828
-
1
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Total
828
4823928
5826
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Dismantaling 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 lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. BY MECHANICAL MEANS Cement concrete grade M-15 & M-20
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-
-
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lEidZ lM+d ds'ko uxjfdeh0 0@0 ls 1@200
100
-
1
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Total
100
32700
327
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Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202) BY MECHANICAL MEANS Bituminous Courses
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-
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
396.38
-
1
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Total
396.38
75312
190
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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 by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
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-
-
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
7550
-
1
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Total
7550
498300
66
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Carriage of sand bajri, ballast, stone, boulders, kankar and gravelly, Earth Material including loading and unloading stacking etc. complete. [MoRTH specification : 514.5 Table 500.28] For a lead upto 10 km
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-
-
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lEidZ lM+d lwuxjfdeh0 0@0 ls 7@800
7550
-
1
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Total
7550
528878
70.05
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