Public Works Department Tender
... More
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Costs
EMD
₹ 6,22,000Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_CEPWD_346026_2Bid Award Id
ViewTender No
SE PWD CIRCLE BUNDI NITNO-08-2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
0.48
-
1
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Total
3.16
46130
14598
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
9697.5
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
6626.25
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
2909.25
-
1
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Total
19233
2250261
117
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
900
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
270
-
1
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Total
1170
595530
509
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
1402.5
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
1275.75
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
664.5
-
1
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Total
3342.75
4753391
1422
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
1687.5
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
1667.25
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
506.25
-
1
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Total
3861
6193044
1604
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
7500
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
7125
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
2250
-
1
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Total
16875
595688
35.3
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
7500
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
7125
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
2250
-
1
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Total
16875
222750
13.2
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
7500
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
7125
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
2250
-
1
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Total
16875
1923750
114
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
7500
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
6750
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
2250
-
1
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Total
16500
660000
40
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
2
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
3
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
2
-
1
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Total
7
13566
1938
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
8
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
8
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
6
-
1
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Total
22
12254
557
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
2
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
2
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
2
-
1
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Total
6
16254
2709
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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 60 cm equilateral triangle
-
-
-
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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
2
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
2
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
2
-
1
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Total
6
13578
2263
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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 60 cm circular
-
-
-
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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
2
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
2
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
2
-
1
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Total
6
15336
2556
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
2
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
2
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
2
-
1
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Total
6
46464
7744
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
2
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
2
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
2
-
1
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Total
6
19800
3300
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
32
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
95
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
23
-
1
... More
Total
150
94800
632
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
187.5
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
117
-
1
... More
ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
300
-
1
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Total
604.5
1857024
3072
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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,, tie rod, admixtures and vacuum processing pump as approved, , 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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
281.25
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
225
-
1
... More
Total
506.25
2466450
4872
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
458.03
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
572.02
-
1
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
512.1
-
1
... More
Total
1542.15
115661
75
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
142.13
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
85.21
-
1
... More
ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
85.5
-
1
... More
Total
312.84
1318933
4216
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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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
304.87
-
1
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xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
243.93
-
1
... More
ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
227.18
-
1
... More
Total
775.98
3706080
4776
... More
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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gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
4.79
-
1
... More
xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
3.64
-
1
... More
ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
3.56
-
1
... More
Total
11.99
1064924
88817.69
... More
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
-
-
-
... More
gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
52.5
-
1
... More
xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
15
-
1
... More
ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
15
-
1
... More
Total
82.5
434033
5261
... More
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
-
-
-
... More
gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
45
-
1
... More
Total
45
262170
5826
... More
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
-
-
-
... More
gfjiqjk ls Hktusjh lM+d xzk-ia- Hktusj
37.5
-
1
... More
xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
50
-
1
... More
ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
25
-
1
... More
Total
112.5
146813
1305
... More
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-35,60mm thick to be used in light traffic (Light traffic is defined as a daily traffic up to 150 commercial vehicles exceeding 30 KN laden weight, or an wquivalent up to 0.5 million standerd axles (MSA) for a design life of 20 years (A standerd axle is defind as a single axle load of 81.6 KN ) like pedestrain plazes, shopping complexes ramps, car Parks, office drveways , housing colonies , office complexes , rural roads with low volume traffic ,fram houses, beach sites, tourist resorts, local authority footwys ,residential roads, etc. Category 'B' denated only two side like I,Z,T shape etc. as per IRC SP 63:2004
-
-
-
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ykVjh dk ksiM+k o ek/kksjktiqjk xzk-ia- lknsM+k o jktLo xzke Hk.MsMk
1500
-
1
... More
Total
1500
1084500
723
... More
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.
-
-
-
... More
xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
1485
-
1
... More
Total
1485
218295
147
... More
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,, tie rod, admixtures and vacuum processing pump as approved, , finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
-
-
-
... More
xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
168.75
-
1
... More
Total
168.75
859275
5092
... More
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.
-
-
-
... More
xfy;k dqvka ls kw.k lM+d xzk-ia- eksMlk
18.97
-
1
... More
Total
18.97
75463
3978
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