Public Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 1,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_CEPWD_244430_1Bid Award Id
ViewTender No
ACE PWD ZONE KOTA NITNO-18-2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
Khurchaniya to Guradiya Iser 0/0 to 2/70
1.08
-
1
A/R Prathvigarh 0/0 to 2/50
1
-
1
Total
4.01
-
12695
Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials.
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
4631.25
-
1
Kachnara to Dubliya 0/0 to 3/500
13500
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
10125
-
1
Total
28256.25
-
7.9
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.
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
370.5
-
1
Kachnara to Dubliya 0/0 to 3/500
2160
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
1012.5
-
1
A/R Prathvigarh 0/0 to 2/50
1323.75
-
1
Total
4866.75
-
134
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
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
694.69
-
1
Kachnara to Dubliya 0/0 to 3/500
2025
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
1518.75
-
1
A/R Prathvigarh 0/0 to 2/50
570.94
-
1
Total
4809.38
-
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
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
4631.25
-
1
Kachnara to Dubliya 0/0 to 3/500
13500
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
10125
-
1
A/R Prathvigarh 0/0 to 2/50
993.75
-
1
Total
29250
-
30.15
Providing and applying tack coat on the prepared surface, with bitumen VG10 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.
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
4631.25
-
1
Kachnara to Dubliya 0/0 to 3/500
13500
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
10125
-
1
Total
28256.25
-
12.08
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.
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
4631.25
-
1
Kachnara to Dubliya 0/0 to 3/500
13500
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
10125
-
1
A/R Prathvigarh 0/0 to 2/50
10368.75
-
1
Total
38625
-
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
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
4631.25
-
1
Kachnara to Dubliya 0/0 to 3/500
13500
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
10125
-
1
A/R Prathvigarh 0/0 to 2/50
10368.75
-
1
Total
38625
-
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)
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
2
-
1
Kachnara to Dubliya 0/0 to 3/500
5
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
4
-
1
A/R Prathvigarh 0/0 to 2/50
3
-
1
Total
14
-
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)
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
6
-
1
Kachnara to Dubliya 0/0 to 3/500
15
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
11
-
1
A/R Prathvigarh 0/0 to 2/50
10
-
1
Total
42
-
512
Direction and Place Identification Signs upto 0.9 sqm Size Board. 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
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
2.7
-
1
Kachnara to Dubliya 0/0 to 3/500
2.7
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
2.7
-
1
A/R Prathvigarh 0/0 to 2/50
2.7
-
1
Total
10.8
-
4019
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
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
10
-
1
Kachnara to Dubliya 0/0 to 3/500
60
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
60
-
1
Total
130
-
764
Providing and laying Reinforced Cement Concrete M-20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : clause 1000/1700)
-
-
-
Ratanpura to M.P Border 0/0 to 1/500
2.5
-
1
Kachnara to Dubliya 0/0 to 3/500
32
-
1
Khurchaniya to Guradiya Iser 0/0 to 2/70
10
-
1
A/R Prathvigarh 0/0 to 2/50
15
-
1
Total
59.5
-
4520
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].
-
-
-
A/R Prathvigarh 0/0 to 2/50
468.75
-
1
Total
468.75
-
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)
-
-
-
A/R Prathvigarh 0/0 to 2/50
937.5
-
1
Total
937.5
-
114
Providing and applying tack coat on the prepared surface, with bitumen VG10 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.
-
-
-
A/R Prathvigarh 0/0 to 2/50
10368.75
-
1
Total
10368.75
-
9
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). 750 mm dia
-
-
-
A/R Prathvigarh 0/0 to 2/50
40
-
1
Total
40
-
3597
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
-
-
-
A/R Prathvigarh 0/0 to 2/50
157.5
-
1
Total
157.5
-
5497
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.
-
-
-
A/R Prathvigarh 0/0 to 2/50
78.75
-
1
Total
78.75
-
3429
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