Public Works Department Tender
... More
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Costs
EMD
₹ 4,28,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_302246_4Bid Award Id
ViewTender No
SE PWD CIRCLE BUNDI NITNO-15-2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Total
2.4
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16316
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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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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
1655.63
-
1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
3490
-
1
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Total
5145.63
-
107
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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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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
1305
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1
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Total
1305
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134
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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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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
599.81
-
1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
624
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1
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Total
1223.81
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1293
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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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-
-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
150
-
1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
360
-
1
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Total
510
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463
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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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-
-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
632.81
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
2409.75
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1
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Total
3042.56
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1471
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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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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
2812.5
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
11475
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1
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Total
14287.5
-
32.15
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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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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
2812.5
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
11475
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1
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Total
14287.5
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12.08
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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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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
2812.5
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
11475
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1
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Total
14287.5
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104
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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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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
2812.5
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
11475
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1
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Total
14287.5
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37
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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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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
2
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
5
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1
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Total
7
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1762
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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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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
4
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
18
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1
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Total
22
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507
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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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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
1
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
2
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1
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Total
3
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7040
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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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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
100
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
100
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1
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Total
200
-
575
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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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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
67.38
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
624
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1
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Total
691.38
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2793
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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 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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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
131.25
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
1530
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1
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Total
1661.25
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5497
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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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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
111.77
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
194.55
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1
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Total
306.32
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69
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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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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
23.96
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
41.28
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1
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Total
65.24
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3617
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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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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
61.18
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
112.41
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1
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Total
173.59
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4342
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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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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
0.25
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
0.25
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1
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Total
0.5
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64328
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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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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
7.5
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
7.5
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1
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Total
15
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4851
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Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
18.2
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
27.3
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1
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Total
45.5
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3253
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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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-
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr ghjkiqj ls fgaxksfu;k QkVd rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
30
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1
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eq[;ea=h ctV ?kks"k.kk o"kZ 2022&23 ds vUrxZr dkijsu ckykth dh cxhph ls VkadjokMk cLrh rd lMd fuekZ.k dk;Z ¼uxj ikfydk dkijsu½
45
-
1
... More
Total
75
-
1187
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