Public Works Department Tender
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Costs
EMD
₹ 3,52,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_306728_5Bid Award Id
ViewTender No
EE PWD DIV. JHALAWAR NITNO-17-2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
lhlh lM+d fuekZ.k dk;Z fxUnkSj eas xqIrk th ds edku ls f'ko efUnj gksrs gq, izgykn flag kyk ds edku rd uxjikfydk kyjkikVu ftyk kykokM+ A
37.5
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1
lhlh lM+d fuekZ.k dk;Z rykbZ ekSgYys ls efLtn gksrs gq, uheckjh xsV ¼Mh-ih-½ rd uxjikfydk kyjkikVu ftyk kykokM+ A
50
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1
dqy
283.5
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745
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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lhlh lM+d fuekZ.k dk;Z lwjtiksy lfdZy ls lwjtiksy ukds rd uxjikfydk kyjkikVu ftyk kykokM+ A
385
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1
lhlh lM+d fuekZ.k dk;Z lsBks dk pkSjkgk ls lCthe.Mh dh dqbZ;k rd uxjikfydk kyjkikVu ftyk kykokM+ A
96
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1
lhlh lM+d fuekZ.k dk;Z lqHkk"k uxj esa xksjh iksYVh QkeZ ls jkeckcw ds edku ds ihNs gksrs gq, oaMj lhesUV dh nqdku rd ¼eq[; ckbZikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
164.5
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1
lhlh lM+d fuekZ.k dk;Z bUMfLVª;y ,fj;k esa ctkt 'kS:e ¼vkuUn /kke eq[; }kj½ ls lR;e iSysl gksrs gq, izHkkr LVhy ds xksnke rd ¼ckm.Mªhoky rd½ uxjikfydk kyjkikVu ftyk kykokM+ A
178.5
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1
lhlh lM+d fuekZ.k dk;Z fxUnkSj eas xqIrk th ds edku ls f'ko efUnj gksrs gq, izgykn flag kyk ds edku rd uxjikfydk kyjkikVu ftyk kykokM+ A
40
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1
lhlh lM+d fuekZ.k dk;Z jkes'oj fdjkuk LVksj ls ckykth efUnj ds dksus ¼gfj'k pUnz dkWyksuh½ ls MkypUn ds edku rd ¼ckbZ ikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
90
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1
lhlh lM+d fuekZ.k dk;Z ,e-vkj- VªsoYl] cl LVs.M ls jksfgr 'kekZ ds edku rd ¼ckbZ ikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
45
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1
lhlh lM+d fuekZ.k dk;Z rykbZ ekSgYys ls efLtn gksrs gq, uheckjh xsV ¼Mh-ih-½ rd uxjikfydk kyjkikVu ftyk kykokM+ A
37.5
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1
dqy
1036.5
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2502
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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lhlh lM+d fuekZ.k dk;Z lwjtiksy lfdZy ls lwjtiksy ukds rd uxjikfydk kyjkikVu ftyk kykokM+ A
770
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1
lhlh lM+d fuekZ.k dk;Z lsBks dk pkSjkgk ls lCthe.Mh dh dqbZ;k rd uxjikfydk kyjkikVu ftyk kykokM+ A
96
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1
lhlh lM+d fuekZ.k dk;Z lqHkk"k uxj esa xksjh iksYVh QkeZ ls jkeckcw ds edku ds ihNs gksrs gq, oaMj lhesUV dh nqdku rd ¼eq[; ckbZikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
329
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1
lhlh lM+d fuekZ.k dk;Z bUMfLVª;y ,fj;k esa ctkt 'kS:e ¼vkuUn /kke eq[; }kj½ ls lR;e iSysl gksrs gq, izHkkr LVhy ds xksnke rd ¼ckm.Mªhoky rd½ uxjikfydk kyjkikVu ftyk kykokM+ A
357
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1
lhlh lM+d fuekZ.k dk;Z fxUnkSj eas xqIrk th ds edku ls f'ko efUnj gksrs gq, izgykn flag kyk ds edku rd uxjikfydk kyjkikVu ftyk kykokM+ A
160
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1
lhlh lM+d fuekZ.k dk;Z jkes'oj fdjkuk LVksj ls ckykth efUnj ds dksus ¼gfj'k pUnz dkWyksuh½ ls MkypUn ds edku rd ¼ckbZ ikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
348
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1
lhlh lM+d fuekZ.k dk;Z vkSe izdk'k jkBkSj ds edku ls yky ckx isVªksy iEi Mh-th- ,UVjizkbZtst dh nqdku rd ,oa vU; lM+d uxjikfydk kyjkikVu ftyk kykokM+ A
118.8
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1
lhlh lM+d fuekZ.k dk;Z ,e-vkj- VªsoYl] cl LVs.M ls jksfgr 'kekZ ds edku rd ¼ckbZ ikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
228
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1
lhlh lM+d fuekZ.k dk;Z rykbZ ekSgYys ls efLtn gksrs gq, uheckjh xsV ¼Mh-ih-½ rd uxjikfydk kyjkikVu ftyk kykokM+ A
165
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1
dqy
2571.8
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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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lhlh lM+d fuekZ.k dk;Z lwjtiksy lfdZy ls lwjtiksy ukds rd uxjikfydk kyjkikVu ftyk kykokM+ A
1
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1
lhlh lM+d fuekZ.k dk;Z lsBks dk pkSjkgk ls lCthe.Mh dh dqbZ;k rd uxjikfydk kyjkikVu ftyk kykokM+ A
1
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1
lhlh lM+d fuekZ.k dk;Z lqHkk"k uxj esa xksjh iksYVh QkeZ ls jkeckcw ds edku ds ihNs gksrs gq, oaMj lhesUV dh nqdku rd ¼eq[; ckbZikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
1
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1
lhlh lM+d fuekZ.k dk;Z bUMfLVª;y ,fj;k esa ctkt 'kS:e ¼vkuUn /kke eq[; }kj½ ls lR;e iSysl gksrs gq, izHkkr LVhy ds xksnke rd ¼ckm.Mªhoky rd½ uxjikfydk kyjkikVu ftyk kykokM+ A
1
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1
lhlh lM+d fuekZ.k dk;Z fxUnkSj eas xqIrk th ds edku ls f'ko efUnj gksrs gq, izgykn flag kyk ds edku rd uxjikfydk kyjkikVu ftyk kykokM+ A
1
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1
lhlh lM+d fuekZ.k dk;Z jkes'oj fdjkuk LVksj ls ckykth efUnj ds dksus ¼gfj'k pUnz dkWyksuh½ ls MkypUn ds edku rd ¼ckbZ ikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
1
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1
lhlh lM+d fuekZ.k dk;Z vkSe izdk'k jkBkSj ds edku ls yky ckx isVªksy iEi Mh-th- ,UVjizkbZtst dh nqdku rd ,oa vU; lM+d uxjikfydk kyjkikVu ftyk kykokM+ A
2
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1
lhlh lM+d fuekZ.k dk;Z ,e-vkj- VªsoYl] cl LVs.M ls jksfgr 'kekZ ds edku rd ¼ckbZ ikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
1
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1
lhlh lM+d fuekZ.k dk;Z rykbZ ekSgYys ls efLtn gksrs gq, uheckjh xsV ¼Mh-ih-½ rd uxjikfydk kyjkikVu ftyk kykokM+ A
1
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1
dqy
10
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9492
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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lhlh lM+d fuekZ.k dk;Z lsBks dk pkSjkgk ls lCthe.Mh dh dqbZ;k rd uxjikfydk kyjkikVu ftyk kykokM+ A
136
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1
dqy
136
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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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lhlh lM+d fuekZ.k dk;Z lsBks dk pkSjkgk ls lCthe.Mh dh dqbZ;k rd uxjikfydk kyjkikVu ftyk kykokM+ A
16
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1
dqy
16
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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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lhlh lM+d fuekZ.k dk;Z lsBks dk pkSjkgk ls lCthe.Mh dh dqbZ;k rd uxjikfydk kyjkikVu ftyk kykokM+ A
32
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1
dqy
32
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4353
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 lsBks dk pkSjkgk ls lCthe.Mh dh dqbZ;k rd uxjikfydk kyjkikVu ftyk kykokM+ A
4
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1
lhlh lM+d fuekZ.k dk;Z lqHkk"k uxj esa xksjh iksYVh QkeZ ls jkeckcw ds edku ds ihNs gksrs gq, oaMj lhesUV dh nqdku rd ¼eq[; ckbZikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
2
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1
lhlh lM+d fuekZ.k dk;Z bUMfLVª;y ,fj;k esa ctkt 'kS:e ¼vkuUn /kke eq[; }kj½ ls lR;e iSysl gksrs gq, izHkkr LVhy ds xksnke rd ¼ckm.Mªhoky rd½ uxjikfydk kyjkikVu ftyk kykokM+ A
2
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1
lhlh lM+d fuekZ.k dk;Z fxUnkSj eas xqIrk th ds edku ls f'ko efUnj gksrs gq, izgykn flag kyk ds edku rd uxjikfydk kyjkikVu ftyk kykokM+ A
4
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1
lhlh lM+d fuekZ.k dk;Z jkes'oj fdjkuk LVksj ls ckykth efUnj ds dksus ¼gfj'k pUnz dkWyksuh½ ls MkypUn ds edku rd ¼ckbZ ikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
2
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1
lhlh lM+d fuekZ.k dk;Z vkSe izdk'k jkBkSj ds edku ls yky ckx isVªksy iEi Mh-th- ,UVjizkbZtst dh nqdku rd ,oa vU; lM+d uxjikfydk kyjkikVu ftyk kykokM+ A
1
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1
lhlh lM+d fuekZ.k dk;Z ,e-vkj- VªsoYl] cl LVs.M ls jksfgr 'kekZ ds edku rd ¼ckbZ ikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
2
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1
lhlh lM+d fuekZ.k dk;Z rykbZ ekSgYys ls efLtn gksrs gq, uheckjh xsV ¼Mh-ih-½ rd uxjikfydk kyjkikVu ftyk kykokM+ A
2
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1
dqy
19
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3879
Supplying and fixing stone lintels/ bed plates of approved quarry rough dressed in cement mortar 1:4 Upto 15 cm. thick
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lhlh lM+d fuekZ.k dk;Z lsBks dk pkSjkgk ls lCthe.Mh dh dqbZ;k rd uxjikfydk kyjkikVu ftyk kykokM+ A
8.1
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1
dqy
8.1
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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
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lhlh lM+d fuekZ.k dk;Z lsBks dk pkSjkgk ls lCthe.Mh dh dqbZ;k rd uxjikfydk kyjkikVu ftyk kykokM+ A
10
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1
lhlh lM+d fuekZ.k dk;Z jkes'oj fdjkuk LVksj ls ckykth efUnj ds dksus ¼gfj'k pUnz dkWyksuh½ ls MkypUn ds edku rd ¼ckbZ ikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
20
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1
lhlh lM+d fuekZ.k dk;Z ,e-vkj- VªsoYl] cl LVs.M ls jksfgr 'kekZ ds edku rd ¼ckbZ ikl jksM+½ uxjikfydk kyjkikVu ftyk kykokM+ A
20
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1
lhlh lM+d fuekZ.k dk;Z rykbZ ekSgYys ls efLtn gksrs gq, uheckjh xsV ¼Mh-ih-½ rd uxjikfydk kyjkikVu ftyk kykokM+ A
20
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1
dqy
70
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764
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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lhlh lM+d fuekZ.k dk;Z lsBks dk pkSjkgk ls lCthe.Mh dh dqbZ;k rd uxjikfydk kyjkikVu ftyk kykokM+ A
75.6
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1
lhlh lM+d fuekZ.k dk;Z fxUnkSj eas xqIrk th ds edku ls f'ko efUnj gksrs gq, izgykn flag kyk ds edku rd uxjikfydk kyjkikVu ftyk kykokM+ A
37.5
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1
dqy
113.1
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1207
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