Public Works Department Tender
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Costs
EMD
₹ 2,00,300Document Cost
₹ 2,000Tender Fee
₹ 2,000
Summary
Rj-19-03/fdr Permanent Restoration/jwr
Description
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Contact
Tender Id
2024_CEPWD_428574_3Bid Award Id
ViewTender No
SE PWD CIRCLE JHALAWAR NITNO-06-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
dqy
1.74
13964
24297
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.
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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
4500
1
-
lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
2025
1
-
dqy
6525
7
51548
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
1687.5
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
624.38
1
-
dqy
2311.88
1486
3435454
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
7500
1
-
lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
2775
1
-
dqy
10275
33
339075
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
7500
1
-
lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
2775
1
-
dqy
10275
12
123300
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
7500
1
-
lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
2775
1
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dqy
10275
114
1171350
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
7500
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
2775
1
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dqy
10275
40
411000
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.
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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
1350
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
499.5
1
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dqy
1849.5
147
271877
Providing and Laying cement concrete 1:4:8 in sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trail 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 as per MoRTH specification : Clause No. 601, 112.
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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
191.13
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
76.45
1
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dqy
267.58
2752
736380
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
4
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
2
1
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dqy
6
1938
11628
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
9
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
4
1
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dqy
13
563
7319
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
1
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
1
1
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dqy
2
9492
18984
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
4
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
3
1
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dqy
7
3300
23100
Provinding and laying of paver block as per IS 15658 : 2006 (Indian standerd for Precast concrete block for Paving -specification) and IRC :SP:63-2004(guidelines for the use of interlocking concrete blockPavement) (from BIS approved manufactrers M-40,80mm thick to be used in medium-traffic (Medium trafficis defind as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight , or an equivalent of 0.5 to 2.0 MSA for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. Categary A Denated units to key into each other on four faces zigag shape as per IRC SP 63:2004
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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
1911.25
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
764.5
1
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dqy
2675.75
851
2277063
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-20 grade
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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
125.1
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
50.04
1
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dqy
175.14
4788
838570
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
45
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
15
1
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dqy
60
840
50400
Retro-Reflectorised Traffic Signs 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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
10
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
6
1
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dqy
16
2281
36496
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
191.13
1
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lqusy fiM+kok jksM+ ls xnZu[ksM+h fdeh 0@0 ls 1@200
76.45
1
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dqy
267.58
438
117200
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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fiM+kok vksfM;k[ksM+h jksM+ ls vehjiqjk fd-eh- 0@0 ls 2@800
600
1
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dqy
600
117
70200
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