Rural Development Department Tender
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Costs
EMD
₹ 16,26,857Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Bridge Over Nagabali River At 2nd Km On Pwd Road To Rebatiguda Via Tamparbuduni (ps) Road Under Sby
Description
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Contact
Tender Id
2025_CERWI_109108_4Bid Award Id
ViewTender No
Tender Online-02/2024-25 (Bridges)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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1) In all kinds of soil (Upto 10m. Depth)
-
-
-
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a) For 7.50m dia abutment wells
19
28422
540033.01
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b) For 8.00m dia. pier wells
7
32338
226371.74
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c) For 7.00m dia. pier wells
30
25920
777618.3
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For 11 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
1
28803
28803.79
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b) For 7.00m dia. pier wells
3
26260
78782.28
... More
For 12 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
1
29184
29184.79
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b) For 7.00m dia. pier wells
3
26600
79802.73
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For 13 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
1
29565
29565.8
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b) For 7.00m dia. pier wells
3
26941
80823.15
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For 14 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
1
29946
29946.8
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b) For 7.00m dia. pier wells
3
27281
81843.6
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For 15 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
1
30327
30327.8
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For 16 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
1
30708
30708.8
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For 17 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
1
31089
31089.81
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For 18 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
1
31470
31470.81
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For 19 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
1
31851
31851.81
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For 20 th Suceessive meter depth
-
-
-
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a) For 7.50m dia abutment wells
1
32232
32232.81
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For 21st Suceessive meter depth
-
-
-
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a) For 7.50m dia abutment wells
1
32613
32613.82
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For 22 nd Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
1
32994
32994.82
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For 23 rd Suceessive meter depth
-
-
-
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a) For 7.50m dia abutment wells
1
33375
33375.82
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2) Soft Rock
-
-
-
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a) For 7.50m dia abutment wells
5
336647
1683238.8
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b) For 8.00m dia. pier wells
6.1
383030
2336485.07
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c) For 7.00m dia. pier wells
8.38
293257
2458085.2
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3) Hard Rock
-
-
-
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a) For 7.50m dia abutment wells
1.2
672522
807027.26
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b) For 8.00m dia. pier wells
1.2
765181
918217.68
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c) For 7.00m dia. pier wells
1.8
585842
1054515.64
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Construction of R.C.C well sinking in soft rock (Non coring)/Boulder/Hard Soil) (wherein SPT100) to lines levels and plum by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charge (upto 10 mtr depth)
-
-
-
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a) For 7.50m dia abutment wells
6
125849
755094.3
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b) For 8.00m dia. pier wells
6
143188
859129.5
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c) For 7.00m dia. pier wells
9
109628
986656.5
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Providing PCC of grade M-15 with 10% extra cement for bottom plugging of abutment & pier wells as per approved drawing and technical specifications as per Section-900, 1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-charge.
534.55
5545
2964560.85
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Providing PCC of grade M-15 for top plugging of abutment and pier wells as per approved drawing and technical specifications as per section-900, 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
79.43
5192
412499.17
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Providing RCC grade of M-25 concrete in well curb/Well steining &Hand Railing. as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 & 2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge.
-
-
-
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WELL CURB
271.14
11616
3149678.46
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Well steining
2312.79
8647
19999923.93
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Providing RCC of grade M-30 in superstructure wearing coat & approach slab etc. as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
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WELL CAP
417.91
7857
3283667.81
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Abutment & Pier Shaft
359.92
8451
3041736.81
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Abutment & Pier caps
162.54
8451
1373599.54
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Dirt walls
14.73
11420
168172.39
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Super structure
1173.07
27561
32331165.29
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Approach Slab
19.64
6669
130959.56
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Retaining Wall
11.9
14982
178297.11
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Providing R.C.C of grade M 40 in crash barrier & pedestal over the pier caps including cost of all materials, labour, machineries, T & P, centering and shuttering, cost of suspended type staging , supported on girders with M.S. bracket arrangment for cantilever portion including cost for all materials and labour for shuttering complete as per approved drawing and technical specification section 1000, 1500, 1600, 1700, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
435.4
4711
2051565.61
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Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat & tack coat all complete as per clause 501, 502, 503 & 516 of MoRT&H Specification for road & bridge works (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each over tack coat etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge.
1632.75
784
1280320.91
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Providing ,Cutting, Bending, Binding, Straightening & Placing of HYSD bars of grade Fe 500 D confirming to I.S.1786-2008 in bridge works and other structural works etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
4988.17
9277
46277846.94
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Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate of graded to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
83.45
2201
183738.24
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Providing weep holes in PCC/RCC structures such as abutments ,wing walls, protection walls of bridge work and retaining wall etc with 100mm dia A.C./PVC pipe extending full width of concrete including providing filter materials in the rear side of walls as per approved drawing and technical specifications as per Section 2200 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
724
142
103459.6
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Providing Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30cm (minimum) and above and weighing not less than 40kg/each as per approved drawing and section 2500 (clause-2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th revision) & including cast of all materials, labour, T & P , Royality etc complete in all respect and as per direction of the Engineer-In-Charge
599.98
1997
1198720.03
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Providing & back filling of specified materials behind abutment, wing wall and return wall complete as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge.
-
-
-
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a) Granular Material
254.98
1096
279679.2
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b) Sandy Material
220.58
1289
284422.47
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c) In Abutment / Pier Wells
2372.86
675
1602390.33
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Providing and fixing R.C.C. of grade M-20 in guard posts of 600mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
404
988
399495.4
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Providing, fitting and fixing Madular strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
59.5
12289
731215.14
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Providing Plain Cement concrete (1:3:6) mix with crushed stone aggregate of 4cm nominal size mechanically mixed ,placed in foundation & below approach slab compacted by vibrator, providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per section 2100 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
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Below approach Slab & below foundation of structures
75.82
5517
418335.67
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Providing & fixing of POT-PTFE bearing procured from approved manufacturer with test certificates as per specification provided in drawing at location with all accessories complete & fixing on piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications section 2000 & its relevant clauses & sub clauses of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
36
69195
2491034.04
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Providing & Fixing drainage spout with 100mm dia GI pipe in deck slab with MS grating as per Clause-2705 under Section 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
84
943
79232.16
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Providing and applying two coats of Enamel paint over a coat of primer to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
1806
212
383522.16
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Providing & Construction of embankment in all kind of soil with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet required density etc complete as per section 900 &Clause No.305 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. (By Mechanical means)
10198.65
204
2086133.86
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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & as per clause 305 of MoRT&H specifications for road & bridge works(5th revision) and as per direction of the Engineer-in-Charge.
1237.5
53
65587.5
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Providing & construction of Granular subbase by providing crushed stone close graded materials of Grading-III as per table 400-1, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density complete as per Clause-401 of MoRTH specifications for Roads & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
1234.68
1505
1858798.39
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Providin, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant/pugmill, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoRTH specifications for road & bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
1327.5
2219
2946120.75
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Providing and applying primer coat on the prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per approved drawing and technical specifications Section 900 and Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
5900
35
208860
... More
Providing and applying tack coat on the prepared bituminous surface including cleaning with mechanical broom spraying @ 0.30kg/sqm with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
5900
12
74399
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Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of viscosity grade bitumen of VG-30, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause 501.5.2 & 504 of MoRT&H Specifications for road and bridge works (5th Revision) as per direction of the Engineer-in-Charge.
295
6525
1924942.85
... More
Providing and laying compacted Semi Dense Bituminous Concrete (Grading-2) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) viscosity grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 507 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge.
147.5
8151
1202383.13
... More
Providing and laying P.C.C M-15 grade in Protection walls /Toe wall/ Retaining Wall/ HP culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
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In foundation
740.12
5277
3905724.26
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In above bed
61.48
5407
332456.28
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Earth work excavation in foundation in Hard and compacted sheet rock within all leads and lifts including shoring, shuttering, propping bullahs, piling, dewatering from the foundation, supply & working of pumps stacking the excavated material away from the work in site.
26.39
1760
46468.84
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Providing, laying and fixing in position reinforced cement concrete NP4 hume pipes conforming to the requirement of IS-458 over cement craddle bedding of PCC- M15 grade for culverts over prepared surface including pointing ends fixing collars with cement mortar 1:2 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
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1000 mm dia
30
6199
185993.4
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