Public Works Department Tender
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Costs
EMD
₹ 2,50,380Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_428574_2Bid Award Id
ViewTender No
SE PWD CIRCLE JHALAWAR NITNO-06-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
dqy
1.66
13964
23180
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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vkUrfjd lM+d lqusy ikVu frjkgs ls vk[kjh frjkgs rd fd-eh- 0@0 ls 1@100
5355
1
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duokM+h ls rky fd-eh- 0@0 ls 3@0
4950
1
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dqy
10305
7
81410
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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vkUrfjd lM+d lqusy ikVu frjkgs ls vk[kjh frjkgs rd fd-eh- 0@0 ls 1@100
937.13
1
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duokM+h ls rky fd-eh- 0@0 ls 3@0
1650
1
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dqy
2587.13
1486
3844475
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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vkUrfjd lM+d lqusy ikVu frjkgs ls vk[kjh frjkgs rd fd-eh- 0@0 ls 1@100
6300
1
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duokM+h ls rky fd-eh- 0@0 ls 3@0
8250
1
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dqy
14550
33
480150
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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vkUrfjd lM+d lqusy ikVu frjkgs ls vk[kjh frjkgs rd fd-eh- 0@0 ls 1@100
6300
1
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duokM+h ls rky fd-eh- 0@0 ls 3@0
8250
1
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dqy
14550
12
174600
Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with sensor paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift (a) 50-75mm compacted thickness with 4.5% bitumen content VG30 grade
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vkUrfjd lM+d lqusy ikVu frjkgs ls vk[kjh frjkgs rd fd-eh- 0@0 ls 1@100
315
1
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dqy
315
7673
2416995
Providing and laying Bituminous Concrete as per Design Mix on prepared surface with specified graded stone aggregates as per Table 500-17, for wearing course including loading of aggregates with F.E. loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in Hot Mix Plant 40-60 TPH, transporting the mixed Material with tipper to paver and laying with sensor paver finisher (as per clause 504-3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 kN, TP = 0.7 Mpa, to achieve the desired density (approved by the department as per job mix) excluding cost of primer/tack coat. (MoRTH specification : clause 507). with all lead & lift 30-45mm compacted with 6% binder (a) With straight run bitumen grade VG30
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vkUrfjd lM+d lqusy ikVu frjkgs ls vk[kjh frjkgs rd fd-eh- 0@0 ls 1@100
189
1
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dqy
189
9413
1779057
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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duokM+h ls rky fd-eh- 0@0 ls 3@0
8250
1
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dqy
8250
114
940500
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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duokM+h ls rky fd-eh- 0@0 ls 3@0
8250
1
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dqy
8250
40
330000
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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vkUrfjd lM+d lqusy ikVu frjkgs ls vk[kjh frjkgs rd fd-eh- 0@0 ls 1@100
405
1
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duokM+h ls rky fd-eh- 0@0 ls 3@0
1320
1
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dqy
1725
147
253575
Providing and Laying cement concrete 1:4:8 in sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trail 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 as per MoRTH specification : Clause No. 601, 112.
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duokM+h ls rky fd-eh- 0@0 ls 3@0
149.16
1
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dqy
149.16
2752
410488
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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vkUrfjd lM+d lqusy ikVu frjkgs ls vk[kjh frjkgs rd fd-eh- 0@0 ls 1@100
2
1
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duokM+h ls rky fd-eh- 0@0 ls 3@0
3
1
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dqy
5
1938
9690
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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vkUrfjd lM+d lqusy ikVu frjkgs ls vk[kjh frjkgs rd fd-eh- 0@0 ls 1@100
5
1
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duokM+h ls rky fd-eh- 0@0 ls 3@0
11
1
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dqy
16
563
9008
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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vkUrfjd lM+d lqusy ikVu frjkgs ls vk[kjh frjkgs rd fd-eh- 0@0 ls 1@100
1
1
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duokM+h ls rky fd-eh- 0@0 ls 3@0
1
1
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dqy
2
9492
18984
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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duokM+h ls rky fd-eh- 0@0 ls 3@0
4
1
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dqy
4
3300
13200
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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vkUrfjd lM+d lqusy ikVu frjkgs ls vk[kjh frjkgs rd fd-eh- 0@0 ls 1@100
71.64
1
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dqy
71.64
685
49073
Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. By Mix in Place Method Grading-III
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duokM+h ls rky fd-eh- 0@0 ls 3@0
149.16
1
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dqy
149.16
542
80845
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. Categary A Denated units to key into each other on four faces zigag shape as per IRC SP 63:2004
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duokM+h ls rky fd-eh- 0@0 ls 3@0
1491.6
1
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dqy
1491.6
851
1269352
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-20 grade
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duokM+h ls rky fd-eh- 0@0 ls 3@0
61.2
1
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dqy
61.2
4788
293026
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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duokM+h ls rky fd-eh- 0@0 ls 3@0
22.5
1
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dqy
22.5
840
18900
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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duokM+h ls rky fd-eh- 0@0 ls 3@0
10
1
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dqy
10
2281
22810
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