Public Works Department Tender
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Costs
EMD
₹ 4,66,220Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_396043_2Bid Award Id
ViewTender No
SE PWD CIRCLE KOTA NITNO-01-2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
xzke fd'kuiqjk ls xksnY;kgsMk
0.42
-
1
xzke dSFkkSMh ls vjfu;k
0.92
-
1
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
0.37
-
1
dqy
3.86
69943
18120
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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-
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
607.5
-
1
dqy
607.5
71078
117
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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-
xzke xUnhQyh ls cMkSfn;k
2460
-
1
xzke tk[kksMk ls dknhgsMk
1148
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
861
-
1
xzke dSFkkSMh ls vjfu;k
473
-
1
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
723.25
-
1
dqy
5665.25
832792
147
Filling pot-holes and patch repairs with open-graded premix surfacing, 20mm thick compacted with bitumen binder VG10 @14.60 kg/10 sqm and aggregate in Hot Mix Plant, transporting the mixed Material with tipper and laying manually to the required level and grade, rolling with power roller, 8-10 tonne, removal of all failed Material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminous Material as per Clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 including cost of tack coat and excluding cost of seal coat with lead for mix of Material 1 km. (MoRTH specification : Clause 3004.2)
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-
xzke xUnhQyh ls cMkSfn;k
2451
-
1
dqy
2451
306375
125
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 tk[kksMk ls dknhgsMk
1050
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
787.5
-
1
xzke dSFkkSMh ls vjfu;k
886.88
-
1
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
655.18
-
1
dqy
3379.56
5380256
1592
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 tk[kksMk ls dknhgsMk
10500
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
5250
-
1
xzke dSFkkSMh ls vjfu;k
8868.75
-
1
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
5737.5
-
1
dqy
30356.25
1062469
35
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 tk[kksMk ls dknhgsMk
10500
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
5250
-
1
xzke dSFkkSMh ls vjfu;k
8868.75
-
1
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
5737.5
-
1
dqy
30356.25
394631
13
Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.225 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 xUnhQyh ls cMkSfn;k
15000
-
1
dqy
15000
165000
11
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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-
xzke xUnhQyh ls cMkSfn;k
15000
-
1
xzke tk[kksMk ls dknhgsMk
10500
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
5250
-
1
xzke dSFkkSMh ls vjfu;k
8868.75
-
1
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
5737.5
-
1
dqy
45356.25
5170613
114
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 xUnhQyh ls cMkSfn;k
15000
-
1
xzke tk[kksMk ls dknhgsMk
10500
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
5250
-
1
xzke dSFkkSMh ls vjfu;k
8868.75
-
1
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
5737.5
-
1
dqy
45356.25
1814250
40
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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-
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
3
-
1
dqy
3
6066
2022
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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-
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
6
-
1
dqy
6
3486
581
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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xzke xUnhQyh ls cMkSfn;k
1
-
1
xzke tk[kksMk ls dknhgsMk
1
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
1
-
1
xzke dSFkkSMh ls vjfu;k
1
-
1
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
1
-
1
dqy
5
35200
7040
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 xUnhQyh ls cMkSfn;k
170.63
-
1
xzke tk[kksMk ls dknhgsMk
64.13
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
77.63
-
1
xzke dSFkkSMh ls vjfu;k
37.5
-
1
jaxiqjk esu jksM ls ,pih xSl xksnke ls uVkok ckykth rd
140.63
-
1
dqy
490.5
697491
1422
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 xUnhQyh ls cMkSfn;k
170.63
-
1
xzke tk[kksMk ls dknhgsMk
64.13
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
77.63
-
1
xzke dSFkkSMh ls vjfu;k
37.5
-
1
dqy
349.88
1074816
3072
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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-
xzke xUnhQyh ls cMkSfn;k
341.25
-
1
xzke tk[kksMk ls dknhgsMk
128.25
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
155.25
-
1
xzke dSFkkSMh ls vjfu;k
75
-
1
dqy
699.75
3409182
4872
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 xUnhQyh ls cMkSfn;k
15
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
15
-
1
xzke dSFkkSMh ls vjfu;k
15
-
1
dqy
45
57330
1274
Earthwork in excavation of foundation structures as per drawing and technical specifications (MoRTH specification : clause No. 304) By Mannual Means ( dewatering not required) Ordinary soil
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-
-
xzke xUnhQyh ls cMkSfn;k
267.4
-
1
xzke tk[kksMk ls dknhgsMk
119.7
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
144.9
-
1
dqy
532
73416
138
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 xUnhQyh ls cMkSfn;k
209.48
-
1
dqy
209.48
15083
72
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 xUnhQyh ls cMkSfn;k
73.96
-
1
xzke tk[kksMk ls dknhgsMk
23.94
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
28.98
-
1
dqy
126.88
469710
3702
Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level.
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-
xzke xUnhQyh ls cMkSfn;k
68.76
-
1
xzke tk[kksMk ls dknhgsMk
30.78
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
37.26
-
1
dqy
136.8
591934
4327
Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
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xzke xUnhQyh ls cMkSfn;k
76.8
-
1
dqy
76.8
348979
4544
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 xUnhQyh ls cMkSfn;k
0.6
-
1
dqy
0.6
53637
88951
Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].
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-
xzke xUnhQyh ls cMkSfn;k
9.06
-
1
dqy
9.06
101227
11173
Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including the effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as per specifications Size 1.50 M x 1.50 M
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-
xzke xUnhQyh ls cMkSfn;k
30
-
1
dqy
30
1022880
34096
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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xzke tk[kksMk ls dknhgsMk
5460
-
1
xzke fd'kuiqjk ls xksnY;kgsMk
2100
-
1
xzke dSFkkSMh ls vjfu;k
4434.38
-
1
dqy
11994.38
94756
7.9
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