Public Works Department Tender
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Costs
EMD
₹ 1,73,000Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_434900_4Bid Award Id
ViewTender No
EE PWD DIV. LAKHERI NITNO-12/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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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
As per earthwork Calculation
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
2809.8
1
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dqy
2809.8
66
185447
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Earthwork in excavation for roadway in soil, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
360
1
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dqy
360
37
13320
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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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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
135.15
1
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
94.2
1
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dqy
229.35
1422
326136
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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]. BY MECHANICAL MEANS Cement concrete grade M-15 & M-20
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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
225
1
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dqy
225
327
73575
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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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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
135.15
1
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
94.2
1
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dqy
229.35
3072
704563
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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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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
333.07
1
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
92.4
1
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dqy
425.47
5826
2478759
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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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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
1
1
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
1
1
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dqy
2
7744
15488
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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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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
1
1
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
1
1
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dqy
2
3300
6600
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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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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
52
1
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dqy
52
632
32864
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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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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
58.38
1
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
545.39
1
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dqy
603.77
75
45283
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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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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
3.74
1
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
1.87
1
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dqy
5.61
3978
22317
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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 By using concrete mixer
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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
31.01
1
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
191.09
1
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dqy
222.1
4776
1060750
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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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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
0.49
1
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
3.22
1
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dqy
3.71
88817
329514
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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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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
7.92
1
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
103.64
1
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dqy
111.56
4216
470337
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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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dSyk'k th ekyoh; ds edku ls egohj th Nksxkyk ds edku rd lh lh Md e; ukyh fuekZ.k dk;Z
20
1
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
10
1
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dqy
30
1305
39150
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Provinding and laying of paver block as per IS 15658 : 2006 (Indian standerd for Precast concrete block for Paving -specification) and IRC :SP:63-2004(guidelines for the use of interlocking concrete blockPavement) (from BIS approved manufactrers M-40,80mm thick to be used in medium-traffic (Medium trafficis defind as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight , or an equivalent of 0.5 to 2.0 MSA for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. Category 'B' denated only two side like I,Z,T shape etc. as per IRC SP 63:2004
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
480
1
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dqy
480
827
396960
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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work Upto 5 mtr. height
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
36.75
1
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dqy
36.75
5269
193636
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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-20 grade, including form work Upto 5 mtr. height
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
238.03
1
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dqy
238.03
4755
1131833
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Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
5.77
1
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dqy
5.77
88951
513248
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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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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
42
1
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dqy
42
129
5418
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Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure CC Mixer
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
28.62
1
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dqy
28.62
5908
169087
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Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
2.52
1
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dqy
2.52
90131
227130
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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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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
6.75
1
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dqy
6.75
11173
75418
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Providing, laying and fixing of Filler Joint Providing and fixing in position 20mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specification in MoRTH specification : clause 2605.
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
6.62
1
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dqy
6.62
280
1855
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Providing, laying and fixing of Filler Joint Providing and filling joint sealing compound as per drawings and technical specification with coarse sand and 6% bitumen by weight as per MoRTH specification : clause 2605.
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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
168
1
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dqy
168
18
3024
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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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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
65.86
1
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dqy
65.86
1003
66057
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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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esxk gkbZos ls laMky ds ckykth rd lh lh lMd e; ukyh fuekZ.k dk;Z
91.29
1
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dqy
91.29
474
43272
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