Public Works Department Tender
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Costs
EMD
₹ 59,84,000Document Cost
₹ 5,000Tender Fee
₹ 2,500
Summary
Construction Of Bridge On Harzee To Pachanawa River , Kawarada River Padarli -
Description
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Contact
Tender Id
2025_CEPWD_449225_1Tender No
NIT No 21 of 2024-25 ACE PWD Zone I JodhpurTender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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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 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304], In Ordinary/Soft rock [MoRTH Specification: Clause : 301]In Hard rock (blasting prohibited) [MoRTH Specification : Clause :303]
561.56
528
296503.68
... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level.Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]P.C.C.M15 grade
145.61
4036
587698.1
... 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)].P.C.C.M25 grade
696.34
5122
3566661.84
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Reinforced cement concrete in Open Foundation/pile cap complete at all levels with steel formwork etc. as per drawing and technical specification.Design mix concrete. [MoRTH Specification : 1100(N),1500(N),1700(N)]R.C.C. M-35 grade
1630.84
5399
8804883.56
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Bored cast-in-situ R.C.C. pile with design mix concrete using batching plant, transit mixer and concrete pump, excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100, 1600 & 1700 of MoRT&H Specification including all material, labour and machinery.1200mm Dia piles (excluding reinforcement)Concrete M35 in R.C.C (Design mix)
532
10350
5506200
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Providing structural steel liner for curbs and steining for wells/pile including fabricating and setting out as per detailed drawing .[MoRTH Specification : Section 1200(N)&1900(N)]
38.35
81149
3112353.72
... More
Load testing of piles
Initial and routine test for vertical load testing .
5887.5
275
1619062.5
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Load testing of piles
For lateral load testing of pile
1
15500
15500
... More
Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)]HYSD bar reinforcement
292.9
85263
24973546.11
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Drilling of holes upto 50 mm dia suing rotary percussion drilling machine in any strata, fixing of casing pipe washing of holes by alternate cycles of air & water jetting till cleaning water flows from the pipe complete.For pier, abutment etc.
240
350
84000
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Grouting of foundation by chemical cement/ cement sand slurry of specified consistency conforming IS:6066 using single/double packed assembly in either descending or ascending order
6781.44
6
44079.36
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Filter maedium behind abutment, wing wall and return wall, complete as per drawing and technical specification. (Same as R-7-20.3) [MoRTH Specification : Clause: Clause:2504].
487.5
554
270075
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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 MoRTH specifications clause 2504. Using Stone/ Boulder weighing not less than 40 Kg., thickness not less than 150mm & specific gravity not less than 2.65.
975
906
883350
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Dismantling upto 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
2070
225
465750
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Recover cost of useful stone @ 2/3rd of masonry work dismantaled quantity.
1380
575
-793500
... More
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202.
828
1006
832968
... More
Dismantling upto 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] Concrete, By mechanical Means Cement concrete grade M-15 & M-20
155.25
377
58529.25
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Part A : B-Sub Structure
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.RCC Grade M-35 Height upto 5.00m.
528.93
5687
3008020.21
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Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.RCC Grade M-35 For 5 m to 10m height
407.21
5812
2366678.48
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Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.RCC Grade M-35 Height above 10.00m.
388.6
5998
2330816.5
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Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
172.22
85507
14725619.94
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Supplying , fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within ametal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements to be as per IRC : 83 part I & II respectively and other parts conforming to BS: 5400, Sections 9.1 & 9.2 and Clause 2006 of MORT&H specification complete as per drawing and approved technical specifications.
9900
430
4257000
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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 specfication.[MoRTH Specification Clause 2205]
161.7
93
15037.68
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Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in Clause 2504.2. Of MORT&H specifications to a thickness of not less than 600 mm 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 specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.
124.21
748
92908.87
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Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
364.41
223
81262.81
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Part A : C-Super Structure
Furnishing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and MoRTH specifications section 1500, 1600, 1700.PSC Grade M 45 I Beam & slab including launching of precast girders by launching truss upto 40m. Span above 10 m.
2059.68
6675
13748362.8
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Furnishing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and MoRTH specifications section 1500, 1600, 1700.PSC Grade M 40 Using Batching Plant, Transit Mixer and Concrete Pump.For Solid Slab/Voided slab Superstructure above 10 m.
366.04
6136
2245996.9
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specification section 1600.
455.69
85723
39063227.37
... More
High tensile steelwires/ strands including all accessories for stressing, stressing operations and grouting complete as per drawing and MoRTH specification section 1800.
71.8
127263
9136923.94
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PCC M-15 grade levelling course below approach slab complete as per drawing and MoRTH specifications clause 14.10.
9.31
4009
37313.77
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704.
17.85
7965
142175.25
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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 F.E loader and hot mixing of binder and 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 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) Grade-I Bitumen @ minimum 5.5 % of mix with lead up to 1 KM VG-30 grade
99
7018
694782
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Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen (PMB - 40) meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti- skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 Sqm and at an approximate spacing of 10 Cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000 C, protruding 1 mm to 4 mm over mastic surface, all complete as per MORTH specification Clause 515.
2475
590
1460250
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Supplying and fixing Flat rain water spouts 25 Cm. Wide in
Soorsagar stone clopped chhajja including cutting &
moulding.
132
1660
219120
... More
Painting with superior grade enamel paint of approved quality to give an even shade including writing, lettering, figuring etc. complete as per IRC standard of :
5
125
625
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Painting two coats after filling the surface with synthetic enamel paint in all shades on plastered concrete surfaces as per MORTH specifications Cl. 803.
a) New Surface
2046
102
208692
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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
102
11500
1173000
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Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. 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.503,112 ( Including cleaning of Road Surface )
2475
8
19923.75
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Add extra to item No. 6.2 for additional 0.1Kg per Sqm emulsion ( for extra .75kg/sqm) = (5.04*.75=3.78)
2475
3
9355.5
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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface )
2475
22
54450
... More
Add extra to item No. 6.1 for additional 0.1 Kg per Sqm emulsion ( for extra 2.5kg/sqm) = (2.5*4.22=10.55)
2475
10
26111.25
... More
Part A : D-RCC Retaining Wall for Approaches
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 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304]In ordinary Soil [MoRTH Specification : Clause : 301]Depth upto 3m
3904.87
140
546682.5
... 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 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304], In Ordinary/Soft rock [MoRTH Specification: Clause : 301]In hard rock (requiring blasting) [MoRTH Specification : Clause :301,302]
2032.5
515
1046737.5
... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level.Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500] P.C.C.M15 grade
498.66
4036
2012579.65
... More
Reinforced cement concrete in Open Foundation/pile cap complete at all levels with steel formwork etc. as per drawing and technical specification.Design mix concrete. [MoRTH Specification : 1100(N),1500(N),1700(N)]M35 grade
1638.75
5399
8847611.25
... More
Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)]HYSD bar reinforcement
213.04
85263
18164429.52
... More
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.RCC Grade M-35 Height upto 5.00m.
1955.24
5687
11119441.35
... More
Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 Cm above road/ ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre- to- centre, 2 m high with 1.15 m below ground level , all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364 , metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm , 546 mm long complete as per Clause 810.
840
3715
3120600
... More
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
246.49
85507
21076998.8
... More
Filter media behind abutment, wing and return wall [MoRTH Specification :Clause : 2504]
1489.91
348
518490.07
... More
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
33230.2
223
7410335.23
... 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 specfication.[MoRTH Specification Clause 2205]
930.43
93
86530.25
... More
Providing, Laying and spreading soil on a prepared sub grade, pulverisingg (table 400-3), mixing the spread soil in place with rotavator with 3% slacked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the vibratory roller 8-10 tonne at OMC to achive atleast 98% of the maximum dry density to form a layer of subbase complete as per MORTH specifications Cl. 402.By Mechanical Means
795
278
221010
... More
Providing laying, 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, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401].
1148.25
819
940416.75
... More
Providing, laying, spreading and compacting stone aggregate of as per table 400-10 and 400-11 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved 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 vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 1 Km.
1703.75
1144
1949090
... More
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 F.E loader heating of binder aggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor 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]Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30 grade) & thickness 50 - 75 mm
173.75
5853
1016958.75
... More
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 F.E loader and hot mixing of binder and 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 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)Grade-II Bitumen @ minimum 6 % of mix with lead up to 1 KM VG-30 grade
204.45
7355
1503729.75
... More
Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface )
6815
22
149930
... More
Add extra to item No. 6.1 for additional 0.1 Kg per Sqm emulsion ( for extra 2.5kg/sqm) = (2.5*4.22=10.55)
6815
10
71898.25
... More
Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. 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.503,112 ( Including cleaning of Road Surface )
6815
8
54860.75
... More
Add extra to item No. 6.2 for additional 0.1Kg per Sqm emulsion ( for extra .75kg/sqm) = (5.04*.75=3.78)
6815
3
25760.7
... More
Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign board is 2.85m. upto foundation level post duly painted in black & white synthetic enamel. fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801. 90 Cm equilateral triangle
20
4286
85720
... More
60 cm equilateral triangle
4
2872
11488
... More
60 Cm circular
10
3797
37970
... More
Supply of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board)
4
7400
29600
... More
Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Single angle post
60 cm. X 45 cm.
2
2375
4750
... More
75 cm. X 45 cm.
2
2969
5938
... More
Supply & fixing of Shevron sign of size 600x450mm made out of alluminium sheet 2mm thick with fixing provision on M.S. angle iron post 50x50x6mm, 3M. long screwed with stainless steel nut bolts of 8 M. dia, plate is covered by high intensity grade retro-reflective sheeting & black reflective arrows, complete in all respect.
32
3520
112640
... More
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
1380
186
256680
... More
Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Double angle post.
120 cm. X 90 cm.
4
9982
39928
... More
150 cm. X 120 cm.
4
16637
66548
... More
180 cm. X 120 cm.
6
19965
119790
... More
Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4.
245
523
128135
... More
Part B : Bridge Work
Part A : Foundation Work
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 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304]In ordinary Soil [MoRTH Specification : Clause : 301]Depth upto 3m
873.6
140
122304
... More
In Ordinary/Soft rock [MoRTH Specification: Clause : 301]If blasting is not resorted to
436.8
273
119246.4
... More
In Hard rock (blasting prohibited) [MoRTH Specification : Clause :303]
1680.77
528
887446.56
... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level.Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500]P.C.C.M15 grade
112.33
4036
453371.95
... More
Reinforced cement concrete in Open Foundation/pile cap complete at all levels with steel formwork etc. as per drawing and technical specification.Design mix concrete. [MoRTH Specification : 1100(N),1500(N),1700(N)]M35 grade
1124.55
5399
6071445.45
... More
Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)]HYSD bar reinforcement
146.19
85263
12464725.86
... More
Flexible apron: Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 Kg beyond curtain wall complete as per MoRTH specification clause 2507.2
255
934
238170
... 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 MoRTH specifications clause 2504.Using Stone/ Boulder weighing not less than 40 Kg., thickness not less than 150mm & specific gravity not less than 2.65.
153
906
138618
... More
Dismantling upto 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
960
225
216000
... More
Recover cost of useful stone @ 2/3rd of masonry work dismantaled quantity.
640
575
-368000
... More
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202.
337.5
1006
339525
... More
Dismantling upto 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] Concrete, By mechanical Means Cement concrete grade M-15 & M-20
67.5
377
25447.5
... More
Part B : Sub Structure
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200.RCC Grade M-35Height upto 5.00m.
463.42
5687
2635466.1
... More
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
62.56
85507
5349456.3
... 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 specfication.[MoRTH Specification Clause 2205]
47.12
93
4382.53
... More
Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in Clause 2504.2. Of MORT&H specifications to a thickness of not less than 600 mm 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 specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.
38.93
748
29119.22
... More
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304]Sandy material
155.72
223
34725.06
... More
Part C : Super Structure
Furnishing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and MoRTH specifications section 1500, 1600, 1700. RCC/PSC Grade M-35Using Batching Plant, Transit Mixer and Concrete Pump.For Solid Slab Superstructure
961.96
5499
5289822.42
... More
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specification section 1600.
191.31
85723
16399770
... More
PCC M-15 grade levelling course below approach slab complete as per drawing and MoRTH specifications clause 14.10.
9.31
4009
37313.77
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704.
17.85
7965
142175.25
... More
Reinforced cement concrete wearing coat at any level
including formwork and reinforcement completed as
per drawing and technical specification. [MoRTH
Specification 2202(N),1500(N)&1700(N)]
118.38
9498
1124373.24
... More
Elastomeric Slab Steel Expansion Joint complete as per drawing and technical specification including accptance testing as specified, to be installed under supervision of a specialist manufacture [MoRTH Specification 2600(N)]
102
12783
1303866
... More
Part D : RCC Retaining Wall
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 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m
739
140
103460
... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500] P.C.C.M15 grade
62
4036
250232
... More
Reinforced cement concrete in open foundation/pile cap complete at all levels with steel formwork etc. as per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1100(N),1500(N),1700(N)] M35 grade
157
5399
847643
... More
Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)] HYSD bar reinforcement
20.41
85263
1740217.83
... More
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200. RCC Grade M-35 Height upto 5.00m.
124
5687
705188
... More
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
15.5
85507
1325358.5
... More
Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in Clause 2504.2. Of MORT&H specifications to a thickness of not less than 600 mm 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 specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.
103.09
748
77113.71
... 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 specfication.[MoRTH Specification Clause 2205]
70
93
6510
... More
Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechnical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304] Sandy material
554.13
223
123570.09
... More
Providing, Laying and spreading soil on a prepared sub grade, pulverisingg (table 400-3), mixing the spread soil in place with rotavator with 3% slacked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the vibratory roller 8-10 tonne at OMC to achive atleast 98% of the maximum dry density to form a layer of subbase complete as per MORTH specifications Cl. 402. By Mechanical Means
534.36
278
148552.08
... More
Providing laying, 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, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401].
379.47
819
310785.93
... More
Construction of dry lean cement concrete 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 150 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 as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
392.7
2096
823099.2
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501, Using vacuum dewatering with required machinery
523.6
5470
2864092
... More
Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign board is 2.85m. upto foundation level post duly painted in black & white synthetic enamel. fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing & as per MORTH specification Cl. 801. 90 Cm equilateral triangle
10
4286
42860
... More
60 cm equilateral triangle
2
2872
5744
... More
60 Cm circular
10
3797
37970
... More
Supply of direction and place identification sign boards made out of 2mm thick MS sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board) Place identification sign boards
2
7400
14800
... More
Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Single angle post
60 cm. X 45 cm.
4
2375
9500
... More
75 cm. X 45 cm.
4
2969
11876
... More
Supply & fixing of Shevron sign of size 600x450mm made out of alluminium sheet 2mm thick with fixing provision on M.S. angle iron post 50x50x6mm, 3M. long screwed with stainless steel nut bolts of 8 M. dia, plate is covered by high intensity grade retro-reflective sheeting & black reflective arrows, complete in all respect.
10
3520
35200
... More
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
602
186
111972
... More
Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4.
60.2
523
31484.6
... More
Part C : Box Culvert Bridge
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 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m
809
140
113260
... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500] P.C.C.M15 grade
55
4036
221980
... More
Reinforced cement concrete in open foundation/pile cap complete at all levels with steel formwork etc. as per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1100(N),1500(N),1700(N)] M35 grade
72
5399
388728
... More
Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)] HYSD bar reinforcement
10.08
85263
859451.04
... More
Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement Concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500] Concrete M20 grade In P.C.C.
108.37
4627
501436.09
... More
Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200. RCC Grade M-35 Height upto 5.00m.
211.31
5687
1201712.86
... More
Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200.
27.47
85507
2348889.05
... More
Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in Clause 2504.2. Of MORT&H specifications to a thickness of not less than 600 mm 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 specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.
51.5
748
38521.4
... 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 specfication.[MoRTH Specification Clause 2205]
52.64
93
4895.52
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications clause 710.1.4 of IRC 78 & MoRTH section 2200.
506.49
635
321618.77
... More
Providing, Laying and spreading soil on a prepared sub grade, pulverisingg (table 400-3), mixing the spread soil in place with rotavator with 3% slacked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the vibratory roller 8-10 tonne at OMC to achive atleast 98% of the maximum dry density to form a layer of subbase complete as per MORTH specifications Cl. 402. By Mechanical Means
352.5
278
97995
... More
Providing laying, 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, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401].
352.5
819
288697.5
... More
Construction of dry lean cement concrete 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 150 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 as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.
264.38
2096
554140.48
... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501, Using vacuum dewatering with required machinery
352.5
5470
1928175
... More
Reinforced cement concrete wearing coat at any level
including formwork and reinforcement completed as
per drawing and technical specification. [MoRTH
Specification 2202(N),1500(N)&1700(N)]
21.26
9498
201951.23
... More
Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-3, 800-4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4.
54.56
523
28534.88
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