Public Works Department Tender
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Costs
EMD
₹ 2,07,700Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_435456_1Tender No
SE PWD CIRCLE BARAN NITNO-04/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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dqy
1.92
20115
38621
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
2625
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
6000
1
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dqy
8625
7
68138
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Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
2625
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
6000
1
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dqy
8625
154
1328250
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
316.41
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
928.13
1
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dqy
1244.53
1595
1985025
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
1406.25
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
4125
1
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dqy
5531.25
34
188063
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
1406.25
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
4125
1
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dqy
5531.25
12
66375
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
1406.25
1
-
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
4125
1
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dqy
5531.25
114
630563
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
1406.25
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
4125
1
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dqy
5531.25
41
226781
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
2
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
3
1
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dqy
5
2022
10110
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
1
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
1
1
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dqy
2
8300
16600
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
1
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
2
1
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dqy
3
3300
9900
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
141
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
200.48
1
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dqy
341.48
1327
453144
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
141
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
195.53
1
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dqy
336.53
3159
1063098
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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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lEidZ lMd lkyiqjk fdeh 0@0 ls 1@0
270
1
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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
371.25
1
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dqy
641.25
5881
3771191
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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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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
69.26
1
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dqy
69.26
74
5125
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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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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
32.28
1
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dqy
32.28
3806
122858
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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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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
66.04
1
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dqy
66.04
4909
324190
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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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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
15
1
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dqy
15
5261
78915
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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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uukork ls eksBiqj ok;k u;kxkoa fdeh 0@0 ls 2@500
1.2
1
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dqy
1.2
88818
106582
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