Public Works Department Tender
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Costs
EMD
₹ 5,12,980Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2025_CEPWD_454360_3Tender No
SE PWD CIRCLE BUNDI NITNO-06/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/content/raj/roads/pwd/en/home.html
GEM & Bid Advisory Services
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Documents
BOQ Items
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lM+d fuekZ.k dk;Z vtsrk esa esu jksM+ ls dkUgh ckykth rdA
0.96
1
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dqy
2.73
17947
48995
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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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
4381.11
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
7507.1
1
-
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lM+d fuekZ.k dk;Z vtsrk esa esu jksM+ ls dkUgh ckykth rdA
8000
1
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dqy
19888.21
117
2326921
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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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
413.1
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
520.43
1
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lM+d fuekZ.k dk;Z vtsrk esa esu jksM+ ls dkUgh ckykth rdA
600
1
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dqy
1533.53
1422
2180680
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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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
607.5
1
-
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
507.58
1
-
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dqy
1115.08
509
567576
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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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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
501.15
1
-
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lM+d fuekZ.k dk;Z vtsrk esa esu jksM+ ls dkUgh ckykth rdA
600
1
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dqy
1101.15
2752
3030365
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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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
397.8
1
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dqy
397.8
3072
1222042
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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 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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
765
1
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dqy
765
5826
4456890
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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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
1
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
1
1
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lM+d fuekZ.k dk;Z vtsrk esa esu jksM+ ls dkUgh ckykth rdA
1
1
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dqy
3
7744
23232
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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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
2
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
2
1
-
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lM+d fuekZ.k dk;Z vtsrk esa esu jksM+ ls dkUgh ckykth rdA
1
1
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dqy
5
3300
16500
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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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
2
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
3
1
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lM+d fuekZ.k dk;Z vtsrk esa esu jksM+ ls dkUgh ckykth rdA
3
1
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dqy
8
1938
15504
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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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
4
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
6
1
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lM+d fuekZ.k dk;Z vtsrk esa esu jksM+ ls dkUgh ckykth rdA
6
1
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dqy
16
557
8912
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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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
232
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
152
1
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dqy
384
632
242688
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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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
2
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
3
1
-
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lM+d fuekZ.k dk;Z vtsrk esa esu jksM+ ls dkUgh ckykth rdA
3
1
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dqy
8
2263
18104
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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 circular
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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
2
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
3
1
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dqy
5
2556
12780
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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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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
40
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
40
1
-
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lM+d fuekZ.k dk;Z vtsrk esa esu jksM+ ls dkUgh ckykth rdA
30
1
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dqy
110
1305
143550
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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
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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
13.25
1
-
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
56.25
1
-
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dqy
69.5
75
5213
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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-15 grade
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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
15.88
1
-
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
11.25
1
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dqy
27.13
4216
114380
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Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement
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-
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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
0.31
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
1.32
1
-
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dqy
1.63
88817
144773
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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). 1000 mm dia
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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
7.5
1
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dqy
7.5
5261
39458
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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 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,, tie rod, admixtures and vacuum processing pump as approved, , 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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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
963.75
1
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lM+d fuekZ.k dk;Z vtsrk esa esu jksM+ ls dkUgh ckykth rdA
1200
1
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dqy
2163.75
4872
10541790
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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 R.C.C. M-20 grade With Batching Plant, Transit Mixer and Conrete Pump
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lM+d fuekZ.k dk;Z HkS:iqjk cjM jksM ls ckadh rd
19.9
1
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lM+d fuekZ.k dk;Z xjukjk jksM+ ls Jh BkdqjsÜoj egknso eafnj rdA
84
1
-
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dqy
103.9
4041
419860
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