Public Works Department Tender
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Costs
EMD
₹ 4,32,540Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CEPWD_454894_1Bid Award Id
ViewTender No
SE PWD CIRCLE KOTA NITNO-15/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
8
1
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Providing, laying and fixing of Filler Joint Providing and fixing 20mm thick Compressible Fibre Board in expansion joint complete as per drawing and technical specification in MoRTH specification : clause 2605.
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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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Supplying filling and stitching of empty cement bags either of plastic or jute with earth available at site, of weight not less than 40 kg including excavation etc. complete
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
5812.5
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
234.4
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
1307.81
1
-
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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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dqy
4
6600
26400
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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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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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-
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dqy
43.88
1436
63012
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dqy
4
2709
10836
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dqy
1307.81
1592
2082034
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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]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
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Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
15.12
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
30
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
14525.98
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
49.71
1
-
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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, 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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-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
3800
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
234.6
1
-
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Labour charges for making cofferdam by loading transporting earth filled cement bags, dropping at required location in water including transportation by boat within a lead of 100 mtr. Complete excluding cost of empty cement bagswith lead 150 mtr to 200 Mtr.
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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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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
480.96
1
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
117.2
1
-
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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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-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
2
1
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Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]
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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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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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Fixing of flood gauge (water gauge) in cement concrete M-15 mix size 30×30×60cm complete including transporting excavation etc. complete.
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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]. Gravelly Material
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dqy
7.56
3757
28403
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
138.98
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
43.88
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
0.72
1
-
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Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement
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dqy
0.72
18120
13046
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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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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-20 grade, including form work Upto 5 mtr. height
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
623.51
1
-
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dqy
49.71
5318
264358
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dqy
234.4
5826
1365614
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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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dqy
5812.5
114
662625
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
1192.6
1
-
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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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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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Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
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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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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
18.42
1
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Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]
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dqy
3800
6
22800
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dqy
5812.5
35
203438
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
4
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
5812.5
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
1380.2
1
-
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dqy
18.42
90131
1660213
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dqy
117.2
3072
360038
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Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure CC Mixer
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-
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dqy
1192.6
72
85867
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dqy
7.73
88817
686555
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dqy
5812.5
13
75563
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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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Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)
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dqy
1380.2
1422
1962644
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dqy
30
129
3870
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dqy
12.67
3557
45067
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dqy
2308.13
147
339295
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dqy
5812.5
40
232500
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dqy
138.98
487
67683
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
37.5
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
5812.5
1
-
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dqy
3
2022
6066
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dqy
623.51
4776
2977884
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dqy
49.6
868
43053
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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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Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANS In area of Thorney Jungle
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Supply of retro-reflective name board size 600×900mm made out of 2mm thick aluminium sheet fixed on post and frame made out or angle iron 50×50×6mm 3m long using stainless steel nut bolts of 8mm dia aluminium sheet is covered with high intensity grade Retro-reflective letters in black post duly painted in black and white synthetic enamel, complete in all respect confirming to MoRTH specifications (2001) cl. 801.
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
30.6
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
3800
1
-
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Supply of flood gauge (water gauge) as per IRC 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long
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-
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dqy
37.5
1274
47775
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dqy
14.26
88951
1268441
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dqy
8
581
4648
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dqy
3800
8
30400
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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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-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
7.73
1
-
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dqy
30.6
11173
341894
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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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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
5812.5
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
4
1
-
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dqy
1
7040
7040
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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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-
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dqy
14525.98
117
1699540
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
30
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
12.67
1
-
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dqy
480.96
4800
2308608
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dqy
260.41
3578
931747
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
2308.13
1
-
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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work Upto 5 mtr. height
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-
-
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dqy
15.12
9091
137456
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dqy
2
1394
2788
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
260.41
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
1
1
-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
3
1
-
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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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-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
14.26
1
-
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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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-
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lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
49.6
1
-
... More
lMd fuekZ.k dk;Z bZ'ojiqjk ls vekj rd ¼feflax fyad½
7.56
1
-
... More
dqy
234.6
5963
1398920
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