Public Works Department Tender
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Costs
EMD
₹ 3,38,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_293683_3Bid Award Id
ViewTender No
SE PWD CIRCLE JHALAWAR NITNO-02-2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
A/R to Devnagar 0/0 to 2/200
0.26
-
1
Kanwalda to Debiya 0/0 to 2/00
0.24
-
1
Total
1.2
-
12695
Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
486
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
1080
-
1
A/R to Devnagar 0/0 to 2/200
594
-
1
Kanwalda to Debiya 0/0 to 2/00
540
-
1
Total
2700
-
134
Filling pot holes and patch repair with WBM as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) / binding Materials to fill up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of Driversion etc. [MoRTH specifications : Clause 404].
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-
-
Dahikhera to Katawda Km. 0/0 to 1/800
129.09
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
286.88
-
1
A/R to Devnagar 0/0 to 2/200
157.78
-
1
Kanwalda to Debiya 0/0 to 2/00
143.44
-
1
Total
717.19
-
108
Filling pot-holes and patch repairs with open-graded premix surfacing, 20mm thick compacted with bitumen binder VG10 @14.60 kg/10 sqm and aggregate in Hot Mix Plant, transporting the mixed Material with tipper and laying manually to the required level and grade, rolling with power roller, 8-10 tonne, removal of all failed Material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminous Material as per Clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 including cost of tack coat and excluding cost of seal coat with lead for mix of Material 1 km. (MoRTH specification : Clause 3004.2)
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-
-
Dahikhera to Katawda Km. 0/0 to 1/800
172.13
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
382.5
-
1
A/R to Devnagar 0/0 to 2/200
210.38
-
1
Kanwalda to Debiya 0/0 to 2/00
191.25
-
1
Total
956.26
-
114
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
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
28.5
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
37.5
-
1
A/R to Devnagar 0/0 to 2/200
26.25
-
1
Kanwalda to Debiya 0/0 to 2/00
18.75
-
1
Total
111
-
1207
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
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
774.56
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
1721.25
-
1
A/R to Devnagar 0/0 to 2/200
946.69
-
1
Kanwalda to Debiya 0/0 to 2/00
860.63
-
1
Total
4303.13
-
1351
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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-
-
Dahikhera to Katawda Km. 0/0 to 1/800
5163.75
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
11475
-
1
A/R to Devnagar 0/0 to 2/200
6311.25
-
1
Kanwalda to Debiya 0/0 to 2/00
5737.5
-
1
Total
28687.5
-
30.15
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.
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
6885
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
15300
-
1
A/R to Devnagar 0/0 to 2/200
8415
-
1
Kanwalda to Debiya 0/0 to 2/00
7650
-
1
Total
38250
-
11.48
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder using plastic waste
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cuting in a hotmix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. case II By mechanical means.
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
6885
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
15300
-
1
A/R to Devnagar 0/0 to 2/200
8415
-
1
Kanwalda to Debiya 0/0 to 2/00
7650
-
1
Total
38250
-
119
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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-
-
Dahikhera to Katawda Km. 0/0 to 1/800
6885
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
15300
-
1
A/R to Devnagar 0/0 to 2/200
8415
-
1
Kanwalda to Debiya 0/0 to 2/00
7650
-
1
Total
38250
-
37
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)
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
2
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
4
-
1
A/R to Devnagar 0/0 to 2/200
3
-
1
Kanwalda to Debiya 0/0 to 2/00
2
-
1
Total
11
-
1762
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)
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
6
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
12
-
1
A/R to Devnagar 0/0 to 2/200
9
-
1
Kanwalda to Debiya 0/0 to 2/00
6
-
1
Total
33
-
512
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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-
-
Dahikhera to Katawda Km. 0/0 to 1/800
2
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
2
-
1
A/R to Devnagar 0/0 to 2/200
2
-
1
Kanwalda to Debiya 0/0 to 2/00
2
-
1
Total
8
-
9492
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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-
-
Dahikhera to Katawda Km. 0/0 to 1/800
28.5
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
37.5
-
1
A/R to Devnagar 0/0 to 2/200
26.25
-
1
Kanwalda to Debiya 0/0 to 2/00
18.75
-
1
Total
111
-
2793
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 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
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
57
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
75
-
1
A/R to Devnagar 0/0 to 2/200
52.5
-
1
Kanwalda to Debiya 0/0 to 2/00
37.5
-
1
Total
222
-
5497
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
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
16.45
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
178.05
-
1
A/R to Devnagar 0/0 to 2/200
82.75
-
1
Kanwalda to Debiya 0/0 to 2/00
100.09
-
1
Total
377.34
-
69
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.
-
-
-
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
5.6
-
1
Total
5.6
-
3429
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C. M-20 grade By using concrete mixer
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
26.41
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
138.01
-
1
A/R to Devnagar 0/0 to 2/200
52.74
-
1
Kanwalda to Debiya 0/0 to 2/00
59.62
-
1
Total
276.78
-
4423
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
0.25
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
1.22
-
1
A/R to Devnagar 0/0 to 2/200
0.46
-
1
Kanwalda to Debiya 0/0 to 2/00
0.51
-
1
Total
2.44
-
64328
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-15 grade
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
6.88
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
27.28
-
1
A/R to Devnagar 0/0 to 2/200
17.93
-
1
Kanwalda to Debiya 0/0 to 2/00
20.82
-
1
Total
72.91
-
3905
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). 1000 mm dia
-
-
-
Dahikhera to Katawda Km. 0/0 to 1/800
7.5
-
1
Dahikhera Panwad road to Shankarpura Km. 0/0 to 4/00
7.5
-
1
A/R to Devnagar 0/0 to 2/200
7.5
-
1
Kanwalda to Debiya 0/0 to 2/00
7.5
-
1
Total
30
-
4851
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