Public Works Department Tender
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Costs
EMD
₹ 4,06,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_293683_10Bid 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
ukscy ekMZu Ldwy ds lkeus they HkkbZ ds edku ls Hkokuhjke ckxjh rd lhlh lM+d fuekZ.k dk;Z
114.54
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
110
-
1
vEcsMdj lfdZy ls vkcdkjh pkSjkgs rd lhlh lM+d fuekZ.k dk;Z
420
-
1
izdk'k th Vsyj ls gks.Mk 'kks:e ds lkeus lhlh lM+d fuekZ.k dk;Z
69.5
-
1
Total
1184.64
-
745
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]. Bituminous course – 50-75mm thick alongwith premix carpet and surface dressing but without disturbing the base with all lift and lead upto 1000m for reusable Materials. With power driven scarifier
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-
f'koky; jksM+ eqfDr/kke pkSjkgk ls HkokuheaMh ckbZikl lhlh lM+d fuekZ.k dk;Z
937.5
-
1
Total
937.5
-
10.4
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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-
-
f'koky; jksM+ eqfDr/kke pkSjkgk ls HkokuheaMh ckbZikl lhlh lM+d fuekZ.k dk;Z
664.2
-
1
jkeuxj eSu jksM+ ls JhukFkiqje dkWyksuh rd lhlh lM+d fuekZ.k dk;Z
703
-
1
jkeuxj uko ls HkS:yky dgkj ds edku rd lhlh lM+d fuekZ.k dk;Z
60.2
-
1
ukscy ekMZu Ldwy ds lkeus they HkkbZ ds edku ls Hkokuhjke ckxjh rd lhlh lM+d fuekZ.k dk;Z
91.43
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
217.5
-
1
vEcsMdj lfdZy ls vkcdkjh pkSjkgs rd lhlh lM+d fuekZ.k dk;Z
327.6
-
1
]'krkCnh uxj ls jkeuxj esu jksM+ rd iqjkuk pqaxh ukdk
249
-
1
izdk'k th Vsyj ls gks.Mk 'kks:e ds lkeus lhlh lM+d fuekZ.k dk;Z
55.65
-
1
Total
2368.58
-
1207
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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-
-
f'koky; jksM+ eqfDr/kke pkSjkgk ls HkokuheaMh ckbZikl lhlh lM+d fuekZ.k dk;Z
442.8
-
1
jkeuxj uko ls HkS:yky dgkj ds edku rd lhlh lM+d fuekZ.k dk;Z
60.2
-
1
ukscy ekMZu Ldwy ds lkeus they HkkbZ ds edku ls Hkokuhjke ckxjh rd lhlh lM+d fuekZ.k dk;Z
60.95
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
145
-
1
vEcsMdj lfdZy ls vkcdkjh pkSjkgs rd lhlh lM+d fuekZ.k dk;Z
218.4
-
1
]'krkCnh uxj ls jkeuxj esu jksM+ rd iqjkuk pqaxh ukdk
106
-
1
izdk'k th Vsyj ls gks.Mk 'kks:e ds lkeus lhlh lM+d fuekZ.k dk;Z
37.1
-
1
Total
1070.45
-
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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-
f'koky; jksM+ eqfDr/kke pkSjkgk ls HkokuheaMh ckbZikl lhlh lM+d fuekZ.k dk;Z
864
-
1
Total
864
-
5497
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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-
f'koky; jksM+ eqfDr/kke pkSjkgk ls HkokuheaMh ckbZikl lhlh lM+d fuekZ.k dk;Z
151.9
-
1
Total
151.9
-
623
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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-
f'koky; jksM+ eqfDr/kke pkSjkgk ls HkokuheaMh ckbZikl lhlh lM+d fuekZ.k dk;Z
1
-
1
jkeuxj eSu jksM+ ls JhukFkiqje dkWyksuh rd lhlh lM+d fuekZ.k dk;Z
1
-
1
jkeuxj uko ls HkS:yky dgkj ds edku rd lhlh lM+d fuekZ.k dk;Z
1
-
1
ukscy ekMZu Ldwy ds lkeus they HkkbZ ds edku ls Hkokuhjke ckxjh rd lhlh lM+d fuekZ.k dk;Z
1
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
1
-
1
vEcsMdj lfdZy ls vkcdkjh pkSjkgs rd lhlh lM+d fuekZ.k dk;Z
1
-
1
]'krkCnh uxj ls jkeuxj esu jksM+ rd iqjkuk pqaxh ukdk
1
-
1
izdk'k th Vsyj ls gks.Mk 'kks:e ds lkeus lhlh lM+d fuekZ.k dk;Z
1
-
1
Total
8
-
9492
Stone masonry work in cement mortar 1:6 for substructure complete, with scaffolding, as per drawing and technical specifications [MoRTH Specification : Section 1400]. Random Ruble masonry (coursed/uncoursed)
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-
-
f'koky; jksM+ eqfDr/kke pkSjkgk ls HkokuheaMh ckbZikl lhlh lM+d fuekZ.k dk;Z
50.4
-
1
ukscy ekMZu Ldwy ds lkeus they HkkbZ ds edku ls Hkokuhjke ckxjh rd lhlh lM+d fuekZ.k dk;Z
41.4
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
25.2
-
1
Total
117
-
2722
Plastering 20mm thick with cement mortar (1:3) on Masonry work in sub structure as per technical specifications.
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-
-
f'koky; jksM+ eqfDr/kke pkSjkgk ls HkokuheaMh ckbZikl lhlh lM+d fuekZ.k dk;Z
126
-
1
ukscy ekMZu Ldwy ds lkeus they HkkbZ ds edku ls Hkokuhjke ckxjh rd lhlh lM+d fuekZ.k dk;Z
103.5
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
36
-
1
Total
265.5
-
152
Providing and fixing of Reinforced Ferro-Cement Drain cover designed of class "A" & "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S. plate, Rim and on M.S. lifting hooks, admixture like plasticizer bond-improving compound, shrinkage resistance compound, abrasion resistant complete as per approved design etc. Span 701 mm to 1200 mm Standard Size 1500 x 600 mm
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-
f'koky; jksM+ eqfDr/kke pkSjkgk ls HkokuheaMh ckbZikl lhlh lM+d fuekZ.k dk;Z
319.7
-
1
Total
319.7
-
1518
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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-
jkeuxj eSu jksM+ ls JhukFkiqje dkWyksuh rd lhlh lM+d fuekZ.k dk;Z
240
-
1
]'krkCnh uxj ls jkeuxj esu jksM+ rd iqjkuk pqaxh ukdk
120
-
1
Total
360
-
107
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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-
-
jkeuxj eSu jksM+ ls JhukFkiqje dkWyksuh rd lhlh lM+d fuekZ.k dk;Z
375
-
1
Total
375
-
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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-
jkeuxj eSu jksM+ ls JhukFkiqje dkWyksuh rd lhlh lM+d fuekZ.k dk;Z
1500
-
1
Total
1500
-
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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-
jkeuxj eSu jksM+ ls JhukFkiqje dkWyksuh rd lhlh lM+d fuekZ.k dk;Z
1500
-
1
Total
1500
-
11.48
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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-
jkeuxj eSu jksM+ ls JhukFkiqje dkWyksuh rd lhlh lM+d fuekZ.k dk;Z
1500
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
214.38
-
1
Total
1714.38
-
104
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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-
-
jkeuxj eSu jksM+ ls JhukFkiqje dkWyksuh rd lhlh lM+d fuekZ.k dk;Z
1500
-
1
Total
1500
-
37
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 Fix 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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-
-
jkeuxj uko ls HkS:yky dgkj ds edku rd lhlh lM+d fuekZ.k dk;Z
112
-
1
ukscy ekMZu Ldwy ds lkeus they HkkbZ ds edku ls Hkokuhjke ckxjh rd lhlh lM+d fuekZ.k dk;Z
115
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
275
-
1
vEcsMdj lfdZy ls vkcdkjh pkSjkgs rd lhlh lM+d fuekZ.k dk;Z
420
-
1
]'krkCnh uxj ls jkeuxj esu jksM+ rd iqjkuk pqaxh ukdk
200
-
1
izdk'k th Vsyj ls gks.Mk 'kks:e ds lkeus lhlh lM+d fuekZ.k dk;Z
70
-
1
Total
1192
-
5297
Earthwork in excavation in foundation trenches etc. in drains and channels etc. not exceeding 2m depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 metres (MoRTH specification : clause 301, 304). Hard soil (pick work)
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-
-
jkeuxj uko ls HkS:yky dgkj ds edku rd lhlh lM+d fuekZ.k dk;Z
122.5
-
1
izdk'k th Vsyj ls gks.Mk 'kks:e ds lkeus lhlh lM+d fuekZ.k dk;Z
61.25
-
1
Total
183.75
-
104
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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-
-
jkeuxj uko ls HkS:yky dgkj ds edku rd lhlh lM+d fuekZ.k dk;Z
9.8
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
34.3
-
1
izdk'k th Vsyj ls gks.Mk 'kks:e ds lkeus lhlh lM+d fuekZ.k dk;Z
9.8
-
1
Total
53.9
-
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 P.C.C. M-20 grade
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-
-
jkeuxj uko ls HkS:yky dgkj ds edku rd lhlh lM+d fuekZ.k dk;Z
52.5
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
91.88
-
1
izdk'k th Vsyj ls gks.Mk 'kks:e ds lkeus lhlh lM+d fuekZ.k dk;Z
26.25
-
1
Total
170.63
-
4353
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
-
-
-
jkeuxj uko ls HkS:yky dgkj ds edku rd lhlh lM+d fuekZ.k dk;Z
10
-
1
ukscy ekMZu Ldwy ds lkeus they HkkbZ ds edku ls Hkokuhjke ckxjh rd lhlh lM+d fuekZ.k dk;Z
10
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
22.5
-
1
vEcsMdj lfdZy ls vkcdkjh pkSjkgs rd lhlh lM+d fuekZ.k dk;Z
22.5
-
1
izdk'k th Vsyj ls gks.Mk 'kks:e ds lkeus lhlh lM+d fuekZ.k dk;Z
15
-
1
Total
80
-
764
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). 600 mm dia
-
-
-
ukscy ekMZu Ldwy ds lkeus they HkkbZ ds edku ls Hkokuhjke ckxjh rd lhlh lM+d fuekZ.k dk;Z
5
-
1
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
10
-
1
Total
15
-
2072
Earthwork in excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 mtrs. trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (MoRTH specification : cl. 301 to 305)
-
-
-
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
255.75
-
1
vEcsMdj lfdZy ls vkcdkjh pkSjkgs rd lhlh lM+d fuekZ.k dk;Z
315
-
1
izdk'k th Vsyj ls gks.Mk 'kks:e ds lkeus lhlh lM+d fuekZ.k dk;Z
52.5
-
1
Total
623.25
-
41
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
-
-
-
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
14.4
-
1
Total
14.4
-
69
Stone masonry work in cement mortar 1:3 for substructure complete, with scaffolding, as per drawing and technical specifications [MoRTH Specification : Section 1400]. Random Ruble masonry (coursed/uncoursed)
-
-
-
xaxk dkWyksuh esa lhlh lM+d fuekZ.k dk;Z
5.4
-
1
Total
5.4
-
3212
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