Public Works Department Tender
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Costs
EMD
₹ 4,14,000Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_CEPWD_405238_5Bid Award Id
ViewTender No
NIT No 03/2024-25 EE PWD DISTT. DN. I UDAIPURTender Authority
Public Works Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
BOQ Items
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Lai to Nayakheda
12590.2
579149
46
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Excavation in Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
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-
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Lai to Nayakheda
2697.9
164571
61
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Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)Mechanised
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-
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Lai to Nayakheda
2697.9
674475
250
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Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
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-
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Lai to Nayakheda
15274
1145550
75
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
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-
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Lai to Nayakheda
4070.25
700083
172
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction 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 clause 401) for grading- II Material
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-
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Lai to Nayakheda
1920.92
487912
254
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
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Lai to Nayakheda
1778.63
1974273
1110
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per Technical Specification Clause 502 ( Low Porosity )
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-
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Lai to Nayakheda
9945
338130
34
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
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-
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Lai to Nayakheda
9945
109395
11
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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates @ 0.27 Cum / Sqm either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.). Case - I: Mechanical method using Penetration grade Bitumen VG - 30 @ 14.6 Kg / 10 Sqm and HMP of appropriate capacity not less than 75 tonnes/hour .
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-
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Lai to Nayakheda
9945
974610
98
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type A and B seal coats)Case - III : Type C Providing and laying of premix seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. (Aggregate 0.09 Cum / 10 Sqm , Bitumen 4.5 %) By VG - 30
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-
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Lai to Nayakheda
9945
537030
54
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per Cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
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-
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Lai to Nayakheda
281.25
1521281
5409
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Means Depth upto 3 m
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-
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Lai to Nayakheda
1369.51
69845
51
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
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-
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Lai to Nayakheda
321.09
1264448
3938
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications,PCC Grade M15
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-
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Lai to Nayakheda
1284.35
5789844
4508
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications, PCC Grade M20
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-
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Lai to Nayakheda
83.87
415082
4949
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications , Height upto 5m , PCC Grade M20
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-
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Lai to Nayakheda
215.38
1127493
5235
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M30.Using Batching Plant, Transit Mixer and Concrete Pump.For solid slab super-structure, 20-30% of (a+b+c). Height upto 5m
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-
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Lai to Nayakheda
28.68
153179
5341
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
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-
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Lai to Nayakheda
3.15
283932
90000
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
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-
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Lai to Nayakheda
15
2325
155
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
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-
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Lai to Nayakheda
7.97
714918
89690
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets )
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-
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Lai to Nayakheda
40
53160
1329
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Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )1000 mm dia
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-
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Lai to Nayakheda
105
616980
5876
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Laying Reinforced Cement Concrete Pipe NP 3 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP3 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia
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-
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Lai to Nayakheda
22.5
266377
11839
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
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-
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Lai to Nayakheda
600
76800
128
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
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-
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Ordinary Kilometer stone (Precast)
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-
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Lai to Nayakheda
3
5793
1931
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Hectometer stone (Precast)
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-
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Lai to Nayakheda
13
7423
571
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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 encapsulated lens type reflective 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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-
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Lai to Nayakheda
18
73620
4090
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Direction and Place Identification signs with size more than 0.9 Sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 Sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
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-
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Lai to Nayakheda
3.24
86158
26592
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
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-
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Lai to Nayakheda
236
193520
820
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Providing and fixing Mukhya Mantri Sadak Yojana/Mahatma Gandhi Raiys sadak Yojana informatory sign board with ogo for roads funded by State road fund having M.S. Definition plate of 1.60MM thickness frame to stell hollow dsection of 75mmX75mm, 2.5m Long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25X25X5 mm on back and fix on 1200mm X 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500X600 MM and embedding the posts by M-15 Cement concrete block 45CM X 45CM X 60 CM, 60 CM below ground level including lettering/writing and painting etc. complete in all respect.
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-
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Lai to Nayakheda
1
8701
8701
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification of made of tow MS Sheet of 1.6 MM thick each of Size 900mmX750MM stiffend by angle iron 25mm X 25 MM X 3MM all around the plate & paltes fixed on frame of 75mm dia pipe of 12 SWG sheet (Vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mm X 600 MM X 750 MM size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic 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 specification.
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-
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Lai to Nayakheda
1
9583
9583
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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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Lai to Nayakheda
542.5
269622
497
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