Public Works Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_CEPWD_233981_2Bid Award Id
ViewTender No
SE PWD CIRCLE JAHALAWAR NITNO 01-2021-22Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
MMokMk ls cMcsyk pSust 0@0 ls 2@500
0.55
-
1
dqy
1.19
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12695
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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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
8870.09
-
1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
12180.78
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
9639.26
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1
dqy
30690.12
-
64
Providing, laying and spreading of granular sub-base by providing coarse graded Material, 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 MoRTH Specification : clause No. 401. Grading-III
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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
324
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1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
256.5
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
492.75
-
1
dqy
1073.25
-
399
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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-
,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
1057.07
-
1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
925.52
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1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
1579.33
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1
dqy
3561.92
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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
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-
,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
1032.75
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1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
817.59
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
1570.64
-
1
dqy
3420.98
-
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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-
,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
4590
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1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
3633.75
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
6980.63
-
1
dqy
15204.38
-
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.
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-
,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
4590
-
1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
3633.75
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
6980.63
-
1
dqy
15204.38
-
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.
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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
4590
-
1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
3633.75
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
6980.63
-
1
dqy
15204.38
-
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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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
4590
-
1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
3633.75
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
6980.63
-
1
dqy
15204.38
-
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)
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-
,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
3
-
1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
3
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
4
-
1
dqy
10
-
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)
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-
-
,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
6
-
1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
6
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
8
-
1
dqy
20
-
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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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
2
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1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
2
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
2
-
1
dqy
6
-
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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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
65.63
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1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
140.63
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
71.51
-
1
dqy
277.77
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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
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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
131.25
-
1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
281.25
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
233.26
-
1
dqy
645.76
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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
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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
341.08
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1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
83.59
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1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
466.63
-
1
dqy
891.3
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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.
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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
97.55
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1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
20.18
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1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
222.87
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1
dqy
340.6
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3429
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)
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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
249.51
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1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
104.71
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1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
407.02
-
1
dqy
761.24
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4520
Providing and fabricating Steel reinforcement for RCC works including cutting, bending, placing in position and binding complete including cost of binding wire. (MoRTH specification : Clause 1000/1600). HYSD bars
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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
1.66
-
1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
0.98
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1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
3.08
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1
dqy
5.72
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64303
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
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,l ,p 89 ls djyxkao eksyD;k lMd ok;k iqU;k[ksMh pSust fdeh 0@0 ls 1@500
30
-
1
jVkykbZ cxokMk lMd ls jVykbZ nq/kkfy;k lMd ok;k jkefuokl pSust 0@0 ls 1@500
15
-
1
MMokMk ls cMcsyk pSust 0@0 ls 2@500
45
-
1
dqy
90
-
4851
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