Public Works Department Tender
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Costs
EMD
₹ 5,07,000Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_CEPWD_302246_1Bid 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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
27206.12
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60
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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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3825
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912
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
2914.65
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1293
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
3400.43
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1471
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
2812.5
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463
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
15300
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
15300
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12.08
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder using plastic waste
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cuting in a hotmix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. case II By mechanical means.
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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
15300
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119
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
15300
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37
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
554.82
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69
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
96.2
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3558
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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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96.8
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5223
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
150
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1187
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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]. Sandy Material
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210
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1218
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
405
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
750
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5497
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
6
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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 5th kilometre stone (precast)
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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
1
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2946
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
20
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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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1
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7040
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
1
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3300
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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 90 cm equilateral triangle
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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
10
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2463
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
229
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575
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
38.26
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3617
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Providing and laying Reinforced Cement Concrete M-20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement but including centering and shuttering, laid in position. (MoRTH specification : clause 1000/1700)
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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
103.66
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4769
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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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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
30
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4851
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Providing and fabricating Steel reinforcement for RCC works including cutting, bending, placing in position and binding complete including cost of binding wire. (MoRTH specification : Clause 1000/1600). HYSD bars
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xzke cM+k[ksM+k ls ek[khnk ekbZuj ycku&ek[khnk jksM+ rd feflax fyad fdeh0 0@0 ls 5@0 rd lM+d fuekZ.k
0.98
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64303
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