Public Works Department Tender
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Costs
EMD
₹ 4,10,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_293683_13Bid 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
Total
1058
-
745
Carriage of sand bajri, ballast, stone, boulders, kankar and gravelly Material including loading and unloading stacking etc. complete. [MoRTH specification : 514.5 Table 500.28] For a lead upto 2 km
-
-
-
LVsV cSad ds lkeus] pkSjkgs ls ';ke ekyh ¼dksVM+h ckbZikl½ rd lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+ A
750
-
1
lksuw dh nqdku u;kiqjk ls fofMvks pkSjkgs rd lM+d dk fuekZ.k dk;Z] uxj ikfydk fiM+kok] ftyk kykokM+A
308
-
1
Total
1058
-
48.85
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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-
-
LVsV cSad ds lkeus] pkSjkgs ls ';ke ekyh ¼dksVM+h ckbZikl½ rd lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+ A
525
-
1
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
480
-
1
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
100
-
1
lksuw dh nqdku u;kiqjk ls fofMvks pkSjkgs rd lM+d dk fuekZ.k dk;Z] uxj ikfydk fiM+kok] ftyk kykokM+A
154
-
1
Total
1259
-
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.
-
-
-
LVsV cSad ds lkeus] pkSjkgs ls ';ke ekyh ¼dksVM+h ckbZikl½ rd lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+ A
350
-
1
Total
350
-
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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-
-
LVsV cSad ds lkeus] pkSjkgs ls ';ke ekyh ¼dksVM+h ckbZikl½ rd lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+ A
525
-
1
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
150
-
1
lksuw dh nqdku u;kiqjk ls fofMvks pkSjkgs rd lM+d dk fuekZ.k dk;Z] uxj ikfydk fiM+kok] ftyk kykokM+A
231
-
1
Total
906
-
5497
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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-
-
LVsV cSad ds lkeus] pkSjkgs ls ';ke ekyh ¼dksVM+h ckbZikl½ rd lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+ A
2
-
1
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
1
-
1
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
1
-
1
lksuw dh nqdku u;kiqjk ls fofMvks pkSjkgs rd lM+d dk fuekZ.k dk;Z] uxj ikfydk fiM+kok] ftyk kykokM+A
1
-
1
Total
5
-
9492
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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-
-
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
5600
-
1
Total
5600
-
11.48
Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. with all lead & lift 50/75mm compacted thickness with 3.3% bitumen VG30 grade
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-
-
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
280
-
1
Total
280
-
5195
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
-
-
-
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
5600
-
1
Total
5600
-
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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-
-
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
5600
-
1
Total
5600
-
37
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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-
-
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
1516
-
1
Total
1516
-
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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-
-
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
5600
-
1
Total
5600
-
30.15
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). Ordinary soil
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-
-
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
1182.34
-
1
Total
1182.34
-
71
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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-
-
LVsV cSad ds lkeus] pkSjkgs ls ';ke ekyh ¼dksVM+h ckbZikl½ rd lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+ A
6000
-
1
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
6060
-
1
Total
12060
-
134
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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-
-
LVsV cSad ds lkeus] pkSjkgs ls ';ke ekyh ¼dksVM+h ckbZikl½ rd lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+ A
480
-
1
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
240
-
1
Total
720
-
399
Providing and Fixing of Retro Reflectorised 600 x 800 mm Facility sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Regulatory sign boards of 60 x 80 cm Rectangle. Size 60 x 80 cms. Rectangle
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-
-
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
1
-
1
lksuw dh nqdku u;kiqjk ls fofMvks pkSjkgs rd lM+d dk fuekZ.k dk;Z] uxj ikfydk fiM+kok] ftyk kykokM+A
1
-
1
Total
2
-
3879
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.
-
-
-
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
300
-
1
Total
300
-
7.9
Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)
-
-
-
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
30.86
-
1
Total
30.86
-
3314
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
-
-
-
u;kiqjk pkSjkgk ls lqjtdq.M dh rjQ lM+d fuekZ.k dk;Z uxjikfydk fiM+kok] ftyk kykokM+A
457.38
-
1
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
180
-
1
lksuw dh nqdku u;kiqjk ls fofMvks pkSjkgs rd lM+d dk fuekZ.k dk;Z] uxj ikfydk fiM+kok] ftyk kykokM+A
198
-
1
Total
835.38
-
4353
Dressing of earth work including cutting and filling upto 15cm (MoRTH specification : clause 301 to 305)
-
-
-
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
200
-
1
Total
200
-
16
Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling depression occurring during rolling (MoRTH specification : clause 305.3.4)
-
-
-
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
10
-
1
Total
10
-
1.8
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.
-
-
-
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
100
-
1
lksuw dh nqdku u;kiqjk ls fofMvks pkSjkgs rd lM+d dk fuekZ.k dk;Z] uxj ikfydk fiM+kok] ftyk kykokM+A
154
-
1
Total
254
-
2502
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)
-
-
-
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
560
-
1
lksuw dh nqdku u;kiqjk ls fofMvks pkSjkgs rd lM+d dk fuekZ.k dk;Z] uxj ikfydk fiM+kok] ftyk kykokM+A
616
-
1
Total
1176
-
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.
-
-
-
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
84
-
1
lksuw dh nqdku u;kiqjk ls fofMvks pkSjkgs rd lM+d dk fuekZ.k dk;Z] uxj ikfydk fiM+kok] ftyk kykokM+A
92.4
-
1
Total
176.4
-
3429
Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 : Upto 15 cm. thick.
-
-
-
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
36
-
1
lksuw dh nqdku u;kiqjk ls fofMvks pkSjkgs rd lM+d dk fuekZ.k dk;Z] uxj ikfydk fiM+kok] ftyk kykokM+A
39.6
-
1
Total
75.6
-
12064
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
-
-
-
lhlh lM+d fuekZ.k dk;Z ikjsrk dkWyksuh jksM+ uxjikfydk fiM+kok ftyk kykokM+ A
40
-
1
lksuw dh nqdku u;kiqjk ls fofMvks pkSjkgs rd lM+d dk fuekZ.k dk;Z] uxj ikfydk fiM+kok] ftyk kykokM+A
7.5
-
1
Total
47.5
-
764
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