Public Works Department Tender
... More
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Public Works Department - PWD Tender
Eprocure
Opening Date10 Nov 2021
Closing Date29 Nov 2021
Tender Amount₹ 3,45,30,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
₹ 1,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_CEPWD_246626_2Bid Award Id
ViewTender No
NIT No. 11/2021-22 ACE PWD Zone TonkTender Authority
Public Works Department ViewPurchaser Address
-Website
http://pwd.rajasthan.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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03 Nktw ds ?kj ls psrjke ds ckMk rd
99.23
-
178
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04 Nktw ds ?kj ls escY;k&jkef[kykMh vkcknh rd
680.4
-
178
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05 es?kjke ds ckMk ls rkykc dh iqfy;k rd
680.4
-
178
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06 ekynso dh cxhph ls eqjkjh yky ehuk rd
966.49
-
178
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07 Mwaxjh okys ckykth dh pkjksa esj dh ijdEek
1443.75
-
178
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08 jkeds'k ds ckMk ls iIiw ds ckMk rd
352
-
178
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09 eFkqjk ds edku ls jke/ku cSjok ds edku rd
247.5
-
178
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10 NksVw ds edku ls Nrjh okys nsoLFkku rd
742.5
-
178
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11 iIiw esacj ds edku ls xksdwy ds edku rd
1100
-
178
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12 y[ku ds edku ls _f"k ds edku rd
550
-
178
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13 lar nso LFkku ls jkes'oj ds ckMk rd
687.5
-
178
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14 iap njoktk ls jkeQy ds edku rd
913
-
178
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15 njokts ls 'kfr{k.k ds edku gksrs gq,
1872
-
178
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
3102
-
178
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By Mix in Place Method (Construction of granular sub-base by providing close 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 clause 401)for grading-III Material
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01 fdjksMh ds ?kj ls es?kjke ds ckMk rd
288
-
457
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02 cRrhyky ds ?kj ls escY;k ds [ksr rd
85.05
-
457
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03 Nktw ds ?kj ls psrjke ds ckMk rd
42.53
-
457
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04 Nktw ds ?kj ls escY;k&jkef[kykMh vkcknh rd
291.6
-
457
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05 es?kjke ds ckMk ls rkykc dh iqfy;k rd
291.6
-
457
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06 ekynso dh cxhph ls eqjkjh yky ehuk rd
408.38
-
457
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07 Mwaxjh okys ckykth dh pkjksa esj dh ijdEek
531.56
-
457
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08 jkeds'k ds ckMk ls iIiw ds ckMk rd
97.2
-
457
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09 eFkqjk ds edku ls jke/ku cSjok ds edku rd
60.75
-
457
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10 NksVw ds edku ls Nrjh okys nsoLFkku rd
164.03
-
457
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11 iIiw esacj ds edku ls xksdwy ds edku rd
243
-
457
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12 y[ku ds edku ls _f"k ds edku rd
121.5
-
457
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13 lar nso LFkku ls jkes'oj ds ckMk rd
187.5
-
457
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14 iap njoktk ls jkeQy ds edku rd
273.9
-
457
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15 njokts ls 'kfr{k.k ds edku gksrs gq,
536.25
-
457
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
628.16
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457
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
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01 fdjksMh ds ?kj ls es?kjke ds ckMk rd
264
-
1084
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02 cRrhyky ds ?kj ls escY;k ds [ksr rd
75.6
-
1084
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03 Nktw ds ?kj ls psrjke ds ckMk rd
37.8
-
1084
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04 Nktw ds ?kj ls escY;k&jkef[kykMh vkcknh rd
259.2
-
1084
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05 es?kjke ds ckMk ls rkykc dh iqfy;k rd
259.2
-
1084
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06 ekynso dh cxhph ls eqjkjh yky ehuk rd
393.53
-
1084
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07 Mwaxjh okys ckykth dh pkjksa esj dh ijdEek
492.19
-
1084
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08 jkeds'k ds ckMk ls iIiw ds ckMk rd
90
-
1084
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09 eFkqjk ds edku ls jke/ku cSjok ds edku rd
56.25
-
1084
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10 NksVw ds edku ls Nrjh okys nsoLFkku rd
151.88
-
1084
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11 iIiw esacj ds edku ls xksdwy ds edku rd
225
-
1084
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12 y[ku ds edku ls _f"k ds edku rd
112.5
-
1084
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13 lar nso LFkku ls jkes'oj ds ckMk rd
187.5
-
1084
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14 iap njoktk ls jkeQy ds edku rd
186.75
-
1084
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15 njokts ls 'kfr{k.k ds edku gksrs gq,
487.5
-
1084
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
581.63
-
1084
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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 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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01 fdjksMh ds ?kj ls es?kjke ds ckMk rd
264
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5224
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02 cRrhyky ds ?kj ls escY;k ds [ksr rd
75.6
-
5224
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03 Nktw ds ?kj ls psrjke ds ckMk rd
37.8
-
5224
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04 Nktw ds ?kj ls escY;k&jkef[kykMh vkcknh rd
259.2
-
5224
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05 es?kjke ds ckMk ls rkykc dh iqfy;k rd
259.2
-
5224
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06 ekynso dh cxhph ls eqjkjh yky ehuk rd
393.53
-
5224
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07 Mwaxjh okys ckykth dh pkjksa esj dh ijdEek
492.19
-
5224
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08 jkeds'k ds ckMk ls iIiw ds ckMk rd
90
-
5224
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09 eFkqjk ds edku ls jke/ku cSjok ds edku rd
84.38
-
5224
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10 NksVw ds edku ls Nrjh okys nsoLFkku rd
151.88
-
5224
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11 iIiw esacj ds edku ls xksdwy ds edku rd
225
-
5224
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12 y[ku ds edku ls _f"k ds edku rd
112.5
-
5224
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13 lar nso LFkku ls jkes'oj ds ckMk rd
187.5
-
5224
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14 iap njoktk ls jkeQy ds edku rd
186.75
-
5224
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15 njokts ls 'kfr{k.k ds edku gksrs gq,
487.5
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5224
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
581.63
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5224
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M20
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01 fdjksMh ds ?kj ls es?kjke ds ckMk rd
60.75
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4101
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02 cRrhyky ds ?kj ls escY;k ds [ksr rd
30.38
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4101
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03 Nktw ds ?kj ls psrjke ds ckMk rd
30.38
-
4101
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04 Nktw ds ?kj ls escY;k&jkef[kykMh vkcknh rd
91.13
-
4101
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05 es?kjke ds ckMk ls rkykc dh iqfy;k rd
91.13
-
4101
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06 ekynso dh cxhph ls eqjkjh yky ehuk rd
101.25
-
4101
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07 Mwaxjh okys ckykth dh pkjksa esj dh ijdEek
141.75
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4101
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08 jkeds'k ds ckMk ls iIiw ds ckMk rd
32.91
-
4101
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09 eFkqjk ds edku ls jke/ku cSjok ds edku rd
32.91
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4101
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10 NksVw ds edku ls Nrjh okys nsoLFkku rd
60.75
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4101
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11 iIiw esacj ds edku ls xksdwy ds edku rd
70.88
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4101
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12 y[ku ds edku ls _f"k ds edku rd
60.75
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4101
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13 lar nso LFkku ls jkes'oj ds ckMk rd
50.63
-
4101
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14 iap njoktk ls jkeQy ds edku rd
60.75
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4101
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15 njokts ls 'kfr{k.k ds edku gksrs gq,
131.63
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4101
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Part "B" Road Furniture Work
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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
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01 fdjksMh ds ?kj ls es?kjke ds ckMk rd
1.08
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7753
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02 cRrhyky ds ?kj ls escY;k ds [ksr rd
1.08
-
7753
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03 Nktw ds ?kj ls psrjke ds ckMk rd
1.08
-
7753
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04 Nktw ds ?kj ls escY;k&jkef[kykMh vkcknh rd
1.44
-
7753
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05 es?kjke ds ckMk ls rkykc dh iqfy;k rd
1.44
-
7753
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06 ekynso dh cxhph ls eqjkjh yky ehuk rd
1.44
-
7753
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07 Mwaxjh okys ckykth dh pkjksa esj dh ijdEek
1.44
-
7753
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08 jkeds'k ds ckMk ls iIiw ds ckMk rd
1.08
-
7753
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09 eFkqjk ds edku ls jke/ku cSjok ds edku rd
1.44
-
7753
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10 NksVw ds edku ls Nrjh okys nsoLFkku rd
1.08
-
7753
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11 iIiw esacj ds edku ls xksdwy ds edku rd
1.44
-
7753
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12 y[ku ds edku ls _f"k ds edku rd
1.08
-
7753
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13 lar nso LFkku ls jkes'oj ds ckMk rd
1.44
-
7753
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14 iap njoktk ls jkeQy ds edku rd
1.44
-
7753
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15 njokts ls 'kfr{k.k ds edku gksrs gq,
1.08
-
7753
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
1.08
-
7753
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Part "C" Syphone Work
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Manual Meansupto 3 m depth
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01 fdjksMh ds ?kj ls es?kjke ds ckMk rd
5.4
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84
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02 cRrhyky ds ?kj ls escY;k ds [ksr rd
5.4
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84
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04 Nktw ds ?kj ls escY;k&jkef[kykMh vkcknh rd
5.4
-
84
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05 es?kjke ds ckMk ls rkykc dh iqfy;k rd
5.4
-
84
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06 ekynso dh cxhph ls eqjkjh yky ehuk rd
5.4
-
84
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07 Mwaxjh okys ckykth dh pkjksa esj dh ijdEek
5.4
-
84
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08 jkeds'k ds ckMk ls iIiw ds ckMk rd
5.4
-
84
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09 eFkqjk ds edku ls jke/ku cSjok ds edku rd
2.7
-
84
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10 NksVw ds edku ls Nrjh okys nsoLFkku rd
5.4
-
84
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11 iIiw esacj ds edku ls xksdwy ds edku rd
5.4
-
84
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12 y[ku ds edku ls _f"k ds edku rd
5.4
-
84
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13 lar nso LFkku ls jkes'oj ds ckMk rd
5.4
-
84
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14 iap njoktk ls jkeQy ds edku rd
5.4
-
84
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15 njokts ls 'kfr{k.k ds edku gksrs gq,
5.4
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84
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
5.4
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84
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
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01 fdjksMh ds ?kj ls es?kjke ds ckMk rd
0.9
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3310
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02 cRrhyky ds ?kj ls escY;k ds [ksr rd
0.9
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3310
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04 Nktw ds ?kj ls escY;k&jkef[kykMh vkcknh rd
0.9
-
3310
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05 es?kjke ds ckMk ls rkykc dh iqfy;k rd
0.9
-
3310
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06 ekynso dh cxhph ls eqjkjh yky ehuk rd
0.9
-
3310
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07 Mwaxjh okys ckykth dh pkjksa esj dh ijdEek
0.9
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3310
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08 jkeds'k ds ckMk ls iIiw ds ckMk rd
0.9
-
3310
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09 eFkqjk ds edku ls jke/ku cSjok ds edku rd
0.45
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3310
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10 NksVw ds edku ls Nrjh okys nsoLFkku rd
0.9
-
3310
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11 iIiw esacj ds edku ls xksdwy ds edku rd
0.9
-
3310
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12 y[ku ds edku ls _f"k ds edku rd
0.9
-
3310
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13 lar nso LFkku ls jkes'oj ds ckMk rd
0.9
-
3310
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14 iap njoktk ls jkeQy ds edku rd
0.9
-
3310
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15 njokts ls 'kfr{k.k ds edku gksrs gq,
0.9
-
3310
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
0.9
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3310
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 300 mm dia
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300 mm dia
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01 fdjksMh ds ?kj ls es?kjke ds ckMk rd
15
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1693
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02 cRrhyky ds ?kj ls escY;k ds [ksr rd
15
-
1693
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04 Nktw ds ?kj ls escY;k&jkef[kykMh vkcknh rd
15
-
1693
... More
05 es?kjke ds ckMk ls rkykc dh iqfy;k rd
15
-
1693
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06 ekynso dh cxhph ls eqjkjh yky ehuk rd
15
-
1693
... More
07 Mwaxjh okys ckykth dh pkjksa esj dh ijdEek
15
-
1693
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08 jkeds'k ds ckMk ls iIiw ds ckMk rd
15
-
1693
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09 eFkqjk ds edku ls jke/ku cSjok ds edku rd
7.5
-
1693
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10 NksVw ds edku ls Nrjh okys nsoLFkku rd
15
-
1693
... More
11 iIiw esacj ds edku ls xksdwy ds edku rd
15
-
1693
... More
12 y[ku ds edku ls _f"k ds edku rd
15
-
1693
... More
13 lar nso LFkku ls jkes'oj ds ckMk rd
15
-
1693
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14 iap njoktk ls jkeQy ds edku rd
15
-
1693
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15 njokts ls 'kfr{k.k ds edku gksrs gq,
15
-
1693
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
15
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1693
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600 mm dia
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-
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01 fdjksMh ds ?kj ls es?kjke ds ckMk rd
15
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2164
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02 cRrhyky ds ?kj ls escY;k ds [ksr rd
15
-
2164
... More
04 Nktw ds ?kj ls escY;k&jkef[kykMh vkcknh rd
15
-
2164
... More
05 es?kjke ds ckMk ls rkykc dh iqfy;k rd
15
-
2164
... More
06 ekynso dh cxhph ls eqjkjh yky ehuk rd
7.5
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2164
... More
07 Mwaxjh okys ckykth dh pkjksa esj dh ijdEek
7.5
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2164
... More
08 jkeds'k ds ckMk ls iIiw ds ckMk rd
7.5
-
2164
... More
09 eFkqjk ds edku ls jke/ku cSjok ds edku rd
7.5
-
2164
... More
10 NksVw ds edku ls Nrjh okys nsoLFkku rd
7.5
-
2164
... More
11 iIiw esacj ds edku ls xksdwy ds edku rd
7.5
-
2164
... More
12 y[ku ds edku ls _f"k ds edku rd
7.5
-
2164
... More
13 lar nso LFkku ls jkes'oj ds ckMk rd
7.5
-
2164
... More
14 iap njoktk ls jkeQy ds edku rd
7.5
-
2164
... More
15 njokts ls 'kfr{k.k ds edku gksrs gq,
7.5
-
2164
... More
16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
7.5
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2164
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Part "D" HP CULVERT 1000MM DIA Double ROW
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Manual Meansupto 3 m depth
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
60.9
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84
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Plain cement concrete 1:4:8 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
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-
... More
16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
7.46
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2739
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry
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-
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
55.76
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3144
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20 ( 12.8.B)
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-
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
6.5
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3733
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Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in Double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in Double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets) 1000 mm dia
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
7.5
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8354
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
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-
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
42.82
-
471
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20 ( 12.8.B)
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-
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16 Hkksyw dh k.kh ls ckckjke gal dh k.kh
0.32
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3733
Evaluation Notes How It Works ?
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