Public Works Department Tender
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Costs
EMD
₹ 1,96,860Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2024_CEPWD_430221_4Bid Award Id
ViewTender No
EE PWD DIV KHANPUR NITNO-18-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
0.4
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
1
1
-
dqy
2.8
17076
47813
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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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
3952.5
1
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
300
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
1575
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
3375
1
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dqy
9202.5
7
72700
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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Hkroklh ls vkarjokM+k 0@00 ls 0@800
120
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
300
1
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dqy
420
438
183960
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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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
871.88
1
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
351
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
385
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
703.13
1
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dqy
2311.01
1486
3434161
Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.5 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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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
11625
1
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
1500
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
3750
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
9375
1
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dqy
26250
33
866250
Providing and applying tack coat on the prepared surface, with bitumen VG10 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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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
11625
1
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
1500
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
3750
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
9375
1
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dqy
26250
13
341250
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 lead for mix of Material 1 km (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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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
11625
1
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
1500
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
3750
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
9375
1
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dqy
26250
114
2992500
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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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
11625
1
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
1500
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
3750
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
9375
1
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dqy
26250
40
1050000
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etcOrdinary kilometer stone (precast)
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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
5
1
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
2
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
2
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
4
1
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dqy
13
1938
25194
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etcHectometer stone (precast)
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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
12
1
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
4
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
4
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
10
1
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dqy
30
563
16890
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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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
2
1
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
2
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
2
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
2
1
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dqy
8
9492
75936
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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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
2
1
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
2
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
2
1
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dqy
6
3300
19800
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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Hkroklh ls vkarjokM+k 0@00 ls 0@800
25
1
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dqy
25
685
17125
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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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
465
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
375
1
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dqy
840
147
123480
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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laidZ lM+d dMh[ksM+h 0@00 ls 3@100
174.38
1
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
67.5
1
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xkMjokM+k uwjth ls Hkroklh 0@00 ls 1@200
37.5
1
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kykokM+ ckjka jksM+ fdeh 24@00 ls xqokMh 0@00 ls 2@500
140.63
1
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dqy
420.01
1327
557353
Coursed stone paving set in CM 1:5 Ratio over a bed of 20 mm thick cement morter 1:5 with cement pointing in CM 1:3 200 to 225 mm thick
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Hkroklh ls vkarjokM+k 0@00 ls 0@800
27
1
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dqy
27
674
18198
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