Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Dec 2024
Closing Date13 Jan 2025
Tender Amount₹ 50,30,00,000
Costs
EMD
₹ 1,00,60,000Document Cost
₹ 5,000Tender Fee
₹ 2,500
Summary
Strengthening And Widening Of Kankarwa To Bhadsora Road (km 0/0 To 11/0 And 14/0 To 43/400) District Chittorgarh
Description
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Contact
Tender Id
2024_CEPWD_437291_1Tender No
NIT-14-2024-25 ACE PWD Zone I UdaipurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Dismantling of flexible pavements and disposal of dismantled Materials upto a lead of 1000 mtrs. Stacking serviceable and unserviceable Materials
separately. (MoRTH specification: Clause 202) BY MECHANICAL MEANS Bituminous Courses
3449.91
170
586485
... More
Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. BY MECHANICAL MEANS Prestressed/reinforced cement concrete grade M- 20 & above.
90
487
43830
... More
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled Materials upto a lead of 1000 mtrs. stacking serviceable and unserviceable Materials separately. (MoRTH specification : Clause 202)
3585
815
2921775
... More
Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. BY MECHANICAL MEANS Rubble stone masonry in cement mortar
750.3
172
129052
... More
Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. Dismantling stone masonry Dismantling stone pitching/dry stone spalls.
96.19
125
12024
... More
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 6 km as per MoRTH Specification : Clause No. 305. lead 5 km after initial lead 1 km
160186.39
112
18020969
... More
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.
1852.2
101
187072
... More
Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift (a) 50-75mm compacted thickness with bitumen content as per job mix desgin VG30 grade mixed Material with all lead & lift
14928.32
6899
102990480
... More
Providing and laying Bituminous Concrete as per Design Mix on prepared surface with specified graded stone aggregates as per Table 500-17, for wearing course including loading of aggregates with F.E. loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 2% filler with aggregates in Hot Mix Plant 40-60 TPH, transporting the mixed Material with tipper to paver and laying with paver finisher (as per clause 504-3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 kN, TP = 0.7 Mpa, to achieve the desired density (approved by the department as per job mix) excluding cost of primer/tack coat. (MoRTH specification : clause 507). 30-45mm compacted with binder content as per job mix with all lift & lead (a) With straight run bitumen grade VG30
6890
8589
59178210
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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
22892.64
875
20031060
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all
lift and lead.
45017.48
1100
49519228
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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 @ 9.0 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
223954.5
36
8198974
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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer‟s specifications @ 0.30 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.
229666.5
12
2905281
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Providing, laying and spreading of granular sub- base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. By Mix in Place Method Grading-III
30786.08
320
9851546
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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 concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, as per drawing and MoRTH Specification : Clause No. 602, 112. using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments Using Cement concrete M-40 pavement Grade
12991.93
5618
72988635
... More
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.
5956.8
2551
15195797
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Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
-
-
-
... More
5th kilometre stone (precast)
9
2638
23742
... More
Ordinary kilometer stone (precast)
32
1578
50496
... More
Hectometer stone (precast)
162
453
73386
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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
-
-
-
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90 cm equilateral triangle (for curves)
250
2269
567250
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80 cm x 60 cm rectangular (village board)
45
2511
112995
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90 cm high octagon (For stop sign)
15
2868
43020
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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.
56
6600
369600
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Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade 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
43
6622
284746
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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.
12293.2
559
6871899
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Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/ 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer‟s recommendation and complete as directed by the engineer. The contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission
7270
185
1349385
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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
600
403
241800
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Providing and Fixing of Retro Reflectorised 300 x 900 mm Hazard Marker sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC- 67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Regulatory sign boards of 30 x 90 cm Rectangle. Size 30 x 90 cms. Rectangle
58
2715
157470
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Supply of „L‟ type bollard made out of 1.25mm thick MS sheet height 134cm welded in circular type ring section having upper dia 15cm and lower dia 21 cm with another attachment of 15×15 cm circular section with 15cm face plate and hold fast at bottom whole body is processed in white stoving enamel and red reflective 3 hands, each of 7.5cm end one reflective sheet of 15cm dia provided to it complete in all respect.
52
1100
57200
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Supply of Swiss type Bollard out of 1.25mm thick MS sheet total height 135cm the lower portion is made in tapered circular section having upper dia 15cm and lower dia 20cm with attachment of one mandatory plate 7 mm thick & fixed with the help of 7cm long 30mm dia crome plated MS tube this part is fixed on the body with another attachment of a cap 30×7 cm whole body is processed in black stoving enamel and mandatory plate in Azure blue with one compulsory keep left arrow with 10mm border reflective strip each of 7.5 cm on body complete in all respect.
60
1265
75900
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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.
13
8300
107900
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Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro- reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans
-
-
-
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(a) Truss and Vertical Support
11.8
64951
766422
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(b) Aluminium Alloy Plate for Over Head Sign
120
588
70560
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Painting with superior grade enamel apint of approved quality to give an even shade including writing, littering, figuring etc. complete as per IRC standards of : Parapets, Kerbs, Railling, guide stones, guard stones, tree guards & posts etc. New Work ( Three Coats )
1500
33
49500
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Painting with superior grade enamel apint of approved quality to give an even shade including writing, littering, figuring etc. complete as per IRC standards of : Number of bridge & culvert, (all four sides) New Work ( Three Coats )
37
50
1873
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Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.90m with engraving letters and figures, cement plaster,white washing etc. complete as per direction of Engineer in charge.
6
14716
88296
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Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 3.70 meter wide and 10 cm high for general traffic
175
2816
492800
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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
-
-
-
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In ordinary soil Depth upto 3m
1898.8
68
129118
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In Ordinary/Soft rock (not requiring blasting) [MoRTH Specification : Clause 301]
18214.1
103
1876052
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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)
2772.29
3132
8682812
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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 By using concrete mixer P.C.C. M-15 grade
4586.92
3863
17719272
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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
361.34
85000
30714155
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Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600]Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600]
28.19
85000
2396116
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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]
30.77
85000
2615450
... More
Providing and laying Reinforced cement concrete pipes NP-4 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1200mm dia 1 Row 1200 mm dia
600
6366
3819600
... More
Providing and fixing of Reinforced Ferro-Cement Drain cover designed of class "A" & "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S. plate, Rim and on M.S. lifting hooks, admixture like plasticizer bond-improving compound, shrinkage resistance compound, abrasion resistant complete as per approved design etc. Span 451 mm to 700 mm Standard Size 1000 x 800 mm
5250
1470
7717500
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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]
40.95
2949
120762
... More
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 By using concrete mixer P.C.C. M-20 grade
5124.72
4356
22323280
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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 For 5m to 10m height
2283.34
4397
10039855
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Structural RCC/PSC upto a height of 6 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 Using CC Mixer Solid slab superstructure
462.02
5665
2617318
... More
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 Byusing concrete mixer R.C.C. M-25 grade
208
4708
979264
... More
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]
132.3
7863
1040275
... More
Providing and laying a Burried Expansion Joint, expansion gap being 20mm, covered with 12mm thick, 200mm wide galvanised weldable structural steel plate as per IS:2062, placed symmetrical to center line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia, 100mm long galvanized nails spaced 300mm c/c along the center line of the plate, complete all as specified in MoRTH specification : clause 2604.
172
1206
207432
... More
Providing and laying reinforced cement concrete grade M-30 design mix railing complete as per drawing and technical Specification. [MoRTH Specification : 2703, 1500, 1600 & 1700] Precast RCC railing
278
1366
379748
... More
Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification
64
1714
109696
... More
Providing and filling in foundation trenches, and back filling behind abutments, wing walls, return wall etc., and below pipe bed in layers not exceeding 150mm thick including watering and compacting (IRC-78) complete as per drawing and technical specifications (MoRTH specification 710 & 2200) including all lead and lifts.Selected granular Material in filling (MoRTH specification : Clause 2200).
420.72
548
230555
... More
Providing and filling in foundation trenches and at the back of abutment wing walls etc. and below pipe bed in layers not exceeding 150 mm thick including watering and compacting including all leads and lifts. Filter media behind abutment wing walls and return walls (MORTH sp. Clause 2505)
1182.29
642
759031
... 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). 600 mm dia
2250
3272
7362000
... 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
1500
1215
1822500
... More
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications. (MoRTH specification: Clause 2504 & 1700). With R.R. stone, weighing not less than 40 kg thickness not less than 150mm (specific gravity not less than 2.65)
780
844
658320
... More
Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 Using Concrete Batching and Mixing Plant
2500
375
937500
... More
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).
50.75
793
40245
... More
Removing of all type of hume pipes & stacking with in a lead of 100 m including earthwork and dismantling of masonry works. (MoRTH specification : Clause 202) Above 600mm to 900mm dia
142.5
116
16530
... More
Removing of all type of hume pipes & stacking with in a lead of 100 m including earthwork and dismantling of masonry works. (MoRTH specification : Clause 202) Above 900mm dia
15
200
3000
... More
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 : Clause2205].
2213.66
129
285562
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