Public Works Department Tender
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Costs
EMD
₹ 94,40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of 2-lane High Level Bridge across Mahi River and approach road both side of Bridge at Banswara-Dungarpur Border near Boreshwar Temple
Description
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Contact
Tender Id
2018_CEPWD_114283_1Bid Award Id
ViewTender No
NIT No. 09-2018-19 ACE PWD 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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Bored Cast in situ RCC piles excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lead and lift upto 100 mtrs. [MoRTH specification : Section 1100, 1600 & 1700]
1200mm dia pile (excluding reinforcement)
Concrete M-35 in R.C.C. (Design mix)
1410
-
8088
... More
Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600].
1032.69
-
43010
... More
Pile Load test on single vertical pile in accordance with IS-2911 (Part-IV) [MoRTH specification : 1100].
Initial and routine test for vertical load testing of pile
2700
-
150
... More
For lateral load testing of pile
4
-
12000
... More
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].
6650.05
-
4984
... More
For Viaduct portion (M 35 Grade concrete) For height between 5m and 10m
799.94
-
5093
... More
Above 10 mtr. Height
676.17
-
5256
... More
Steel reinforcement in substructure complete.[MoRTH Specification : Section 1600(N)]
1181
-
43103
... More
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.
2688
-
5838
... More
Add extra for working at additional height above5mtr.per mtr. in item no. 1.1 & 1.2
Height from Ground Level to Formation 24m and extra height is 19.0m. (40x19=760 Rs)
2688
-
760
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Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical specification .[MoRTH Specification 1600(N)]
553.17
-
43863
... More
Providing and laying HighTensile Steel wires /strands at any level including all accessories for stressing,stressing operations and grouting complete as per drawing and technical specifications.[MoRTHspecification : 1800]
86.39
-
107446
... 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].
RCC Grade M35 in Crash Barier
3158.61
-
3824
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704.
159.08
-
6243
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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].
150
-
6814
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Providing and laying 25mm thick Bituminous Mastic Asphalt Wearing Course with bitumen of 30/40 grade as per specification and as per table 500-39,(including cost of antstripping compound wherever required), 14 to 17% by weight as per job m formula on prepared base including course aggregate as per table 500-42 and fine aggregate as per table 500-41 and lime stone powder as filler complete, excluding tack coat, prepared by using mastic cooker and laid to required level and grade after cleaning the surface with bitumen precoated fine grand hard stone chiiping of 13.2 mm nominal size @ 0.005 cum per 10 sqm and at an approxiMate spacing of 10cmC/C in both directions pressed into surface when the temprature of the surface is not less than 100oC, protruding 1mm to 4mm over mastic surface, (MoRTH specification : clause 516).
2987
-
406
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Providing, laying and fixing of strip seal expansion joint catering to maximum horizontal movement upto 70 mm complete as per approved drawing and as per clause 2600 of MoRTH specification to be installed by manufacturers authorized representative ensuring to compliance to manufacturer's instruction for installation including preparing the edges of bridge welding to exposed reinforcement concrete with design mix of grade of bridge or M -35 whichever is richer including all material labour machinery etc. complete
180
-
941
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Drainage spout with GI pipe 100mm dia and GI bolt 10mm dia with galvanized MS flat clamp complete as per drawing and Technical Specification
156
-
1290
... More
Supplying,fitting and fixing inposition true to lineand level,POT-PTFE bearing suitable for biaxial movement as per drawing and BS:5400s ections9.1&9.2 [MoRTH specification : section 2000].
28000
-
334
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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].
48887
-
997
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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.
28002.4
-
51
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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).
5543
-
731
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Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2,
(a) Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 30.
2736
-
451
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Providing,laying,spreading and compacting crushed graded stone aggregate as perTable 400-10&400.11to 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
42554.7
-
1104
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Extra rate for carriage of mixed material, additional lead from
2nd to 10th Km.
2679
-
29.7
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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112
88289.4
-
22
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Providing and applying tack coat on the prepared surface,with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 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.
88289.4
-
7
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Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with Front end loader, heating of binder (including cost of anti-stripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507 & 112]
(a) 50-75mm compacted thickness with 4.5% bitumen content VG30 grade with lead of mixed Material 1 km
6180.26
-
5558
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Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-18 for wearing course including loading of aggregate with Front end loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) 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) excluding cost of primer/tack coat (MoRTH Specification : Clause -509 & 112)
(a) With straight run bitumen grade VG30
3531.58
-
6866
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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
1428
-
324
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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
90 cm equilateral triangle
55
-
1739
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60 cm circular
80
-
1457
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Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall including trimming and preparation of bed complete. (MoRTH specification : clause 2507.2)
3352
-
730
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Providing and laying graded stone aggregate filter Material underneath pitching on slopes complete as per drawing and technical specification. (MoRTH specification : clause 2504).
2235.6
-
823
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Curtain wall complete as per drawing and technical specifications. (MoRTH specification : clause 2507.2)
2219.08
-
3109
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Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3
30
-
1319
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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
6000
-
185.61
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Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.
150
-
380
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Clearing grass and removal of rubbish maximum 150mm up to a distance of 100 Meter outside the periphery of the area by manual means.
23.74
-
11432
... More
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots stacking of serviceable material with all lifts and up to a lead of 1000 m and earth filling in the depression/ pit as per MoRTH specification clause 201.
(i) Girth from 300 mm to 600 mm
50
-
156
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(ii) Girth from 600 mm to 900 mm
39
-
266
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(iii) Girth from 900 mm to 1800 mm
9
-
537
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Dismantling up to 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202]
Rubble stone masonry in cement mortar
40
-
180
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Cement concrete grade M-15 & M-20
40
-
245
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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.By Manuals Means :
Bituminous courses
1836
-
418
... More
Dismantling of Kilometer stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead up to 1000 m and back filling of pit as per MoRTH specification clause 202.
Ordinary Km Stone
14
-
134
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Earth work in excavation in soil, including stacking/disposal of surplus material with all lifts and lead up to 100 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] When excavation and loading is done mechanically using Bull Dozer, Front-end loader and carriage is done up to 1 Km. by tipper/dumper (6T capacity). By Dozer with lead upto 100 mtrs.
19970.5
-
58
... More
Earthwork in excavation in ordinary rock, including stacking / disposal of surplus Material exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] When excavation and loading is done mechanically using Bull Dozer, Front-end loader and carriage is done up to 1 Km. by tipper/dumper (6T capacity). By Dozer with lead upto 100 mtrs.
8558.79
-
99
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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 ALL lead As per MoRTH specification Clause No. 305.
15323.13
-
50
... More
Construction of embankment with approved Materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305
28529.29
-
19
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Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2,
(b) Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 25.
23205.82
-
443
... More
Providing and Laying cement concrete 1:4:8 in sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trail 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 as per MoRTH specification : Clause No. 601, 112.
522.5
-
2008
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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 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 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
1567.5
-
4406
... More
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
5th kilometre stone (precast)
2
-
2141
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Ordinary kilometer stone (precast)
9
-
1291
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Hectometer stone (precast)
40
-
362
... More
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
60
-
5097
... More
Providing and Fixing of Retro Reflectorised 600 x 800 mm Facility sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI 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. 10 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. (This shall be used only for N.H, S.H & M.S.H Roads).
Regulatory sign boards of 60 x 80 cm Rectangle. Size 60 x 80 cms. Rectangle
30
-
4125
... More
Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers,
ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304]
In ordinary soil [MoRTH Specification : clause 301]
7440
-
102
... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump.
R.C.C. grade M25
3813
-
3693
... More
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.
2700
-
437
... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete P.C.C.M-25grade
1827
-
3758
... More
Providing and laying reinforced cement concrete pipes N.P.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [MoRTH Specification : Clause : 1000/2900]
1000 mm dia NP-4
518.8
-
4580
... More
1200 mm dia NP-4
560
-
6105
... More
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.
RCC M-35 grade
72
-
4405
... More
Providing and fixing in position 20mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specification in MoRTH specification : clause 2605.
96
-
215
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