Public Works Department Tender
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Costs
EMD
₹ 6,19,780Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_432801_1Tender No
SE PWD CIRCLE BUNDI NITNO-05/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/content/raj/roads/pwd/en/home.html
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Documents
BOQ Items
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
1.95
1
-
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
0.87
1
-
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mysM+k fd-eh- 0@0 ls 2@0
1.21
1
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dqy
5.03
17947
90273
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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.
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,u-,p-&12 ls Hkaojnk
1020
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
1500
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
4411.58
1
-
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
1685.33
1
-
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mysM+k fd-eh- 0@0 ls 2@0
2181
1
-
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dqy
10797.91
7
85303
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Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
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,u-,p-&12 ls Hkaojnk
709.92
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
1305
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
3655.31
1
-
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
5518
1
-
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mysM+k fd-eh- 0@0 ls 2@0
4846.12
1
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dqy
16034.35
66
1058267
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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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,u-,p-&12 ls Hkaojnk
179.55
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
590.92
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
176.79
1
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
90
1
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mysM+k fd-eh- 0@0 ls 2@0
186
1
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dqy
1223.26
1422
1739476
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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-,p-&12 ls Hkaojnk
428.4
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
2205.3
1
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
680.63
1
-
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mysM+k fd-eh- 0@0 ls 2@0
817.88
1
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dqy
4132.21
1604
6628065
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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-,p-&12 ls Hkaojnk
2040
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
10503.75
1
-
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
4213.31
1
-
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mysM+k fd-eh- 0@0 ls 2@0
5452.5
1
-
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dqy
22209.56
35
783997
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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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-
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,u-,p-&12 ls Hkaojnk
2040
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
10503.75
1
-
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
4213.31
1
-
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mysM+k fd-eh- 0@0 ls 2@0
5452.5
1
-
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dqy
22209.56
13
293166
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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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,u-,p-&12 ls Hkaojnk
2040
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
10503.75
1
-
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
4213.31
1
-
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mysM+k fd-eh- 0@0 ls 2@0
5452.5
1
-
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dqy
22209.56
114
2531890
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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-,p-&12 ls Hkaojnk
2040
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
10503.75
1
-
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
4213.31
1
-
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mysM+k fd-eh- 0@0 ls 2@0
5452.5
1
-
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dqy
22209.56
40
888382
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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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,u-,p-&12 ls Hkaojnk
153
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
150
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
420.15
1
-
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
435
1
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mysM+k fd-eh- 0@0 ls 2@0
585
1
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dqy
1743.15
509
887263
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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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,u-,p-&12 ls Hkaojnk
1
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
1
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
1
1
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
1
1
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mysM+k fd-eh- 0@0 ls 2@0
1
1
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dqy
5
7744
38720
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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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,u-,p-&12 ls Hkaojnk
1
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
2
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
1
1
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dqy
4
3300
13200
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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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,u-,p-&12 ls Hkaojnk
2
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
3
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
4
1
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
2
1
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mysM+k fd-eh- 0@0 ls 2@0
3
1
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dqy
14
1938
27132
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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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,u-,p-&12 ls Hkaojnk
4
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
6
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
14
1
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dqy
24
557
13368
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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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,u-,p-&12 ls Hkaojnk
2
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
3
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
2
1
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dqy
7
2263
15841
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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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,u-,p-&12 ls Hkaojnk
15
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
30
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
22.5
1
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
50
1
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mysM+k fd-eh- 0@0 ls 2@0
60
1
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dqy
177.5
1305
231638
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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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,u-,p-&12 ls Hkaojnk
17.11
1
-
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
313.88
1
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dqy
330.99
75
24824
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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 concrete mixer
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-
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
156.04
1
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dqy
156.04
4776
745247
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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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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
1.23
1
-
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dqy
1.23
88817
109246
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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 150 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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,u-,p-&12 ls Hkaojnk
171
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
562.5
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
168.38
1
-
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
90
1
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mysM+k fd-eh- 0@0 ls 2@0
186
1
-
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dqy
1177.88
2752
3241526
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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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,u-,p-&12 ls Hkaojnk
342
1
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
1125
1
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
336.75
1
-
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lhUrh ls [kqusfV;k fd-eh- 0@0 ls 1@300
135
1
-
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mysM+k fd-eh- 0@0 ls 2@0
279
1
-
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dqy
2217.75
4872
10804878
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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-10 grade
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-
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,u-,p-&12 ls Hkaojnk
6.23
1
-
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
24.53
1
-
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dqy
30.76
3913
120364
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Providing and laying RCC M-20 mix with stone aggregate 20mm (nominal size) mechanically mixed and vibrated for RCC work in slab in superstructure upto 4 mtr. above 1.5 mtr. level from Bed/Ground level, excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : Clause 1000/1700)
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-
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,u-,p-&12 ls Hkaojnk
19.58
1
-
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dqy
19.58
5745
112487
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Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including the effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as per specifications Size 2.00 M x 2.00 M
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-
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,u-,p-&12 ls Hkaojnk
7.5
1
-
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dqy
7.5
60607
454553
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Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].
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-
-
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,u-,p-&12 ls Hkaojnk
1.73
1
-
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dqy
1.73
11173
19329
... More
Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. Dismantling stone masonry Rubble stone masonry in cement mortar
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-
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,u-,p-&12 ls Hkaojnk
37.5
1
-
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dqy
37.5
215
8063
... More
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material
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-
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,u-,p-&12 ls Hkaojnk
45
1
-
... More
dqy
45
474
21330
... More
Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
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-
-
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
100
1
-
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dqy
100
129
12900
... More
Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. (MoRTH specification : Clause 710, 2200, 2504).
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-
-
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laidZ lM+d ,scjk fd-eh- 0@0 ls 1@500
45
1
-
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dqy
45
1003
45135
... More
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade 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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-
-
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laidZ lM+d yksgyh fd-eh- 0@0 ls 3@250
1.8
1
-
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dqy
1.8
4402
7924
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