Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Feb 2024
Closing Date22 Feb 2024
Tender Amount₹ 16,07,98,899
Costs
EMD
₹ 16,07,989Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of H.l. Bridge Over River Mahendratanaya Connecting From Sanahuma To Badahuma Road Under Gudari In The District Of Rayagada
Description
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Contact
Tender Id
2024_CERWI_100942_11Bid Award Id
ViewTender No
Tender Online-14/2023-24 (Bridges)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
... More
1) In all kinds of soil (Upto 10m. Depth)
-
-
-
... More
a) For 7.50m dia abutment wells
20
568455
28422.79
... More
b) For 6.50m dia. pier wells
10
234123
23412.36
... More
For 11 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
2
57607
28803.79
... More
b) For 6.50m dia. pier wells
6
141831
23638.53
... More
For 12 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
2
58369
29184.79
... More
b) For 6.50m dia. pier wells
6
143188
23864.7
... More
For 13 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
2
59131
29565.8
... More
b) For 6.50m dia. pier wells
6
144545
24090.87
... More
For 14 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
2
59893
29946.8
... More
b) For 6.50m dia. pier wells
6
145902
24317.04
... More
For 15 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
2
60655
30327.8
... More
b) For 6.50m dia. pier wells
6
147259
24543.21
... More
For 16 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
2
61417
30708.8
... More
b) For 6.50m dia. pier wells
6
148616
24769.38
... More
For 17 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
2
62179
31089.81
... More
b) For 6.50m dia. pier wells
6
149973
24995.55
... More
For 18 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
2
62941
31470.81
... More
For 19 th Suceessive meter depth
-
-
-
... More
a) For 7.50m dia abutment wells
2
63703
31851.81
... More
2) Soft Rock
-
-
-
... More
a) For 7.50m dia abutment wells
5.8
1742292
300395.34
... More
b) For6.50 m dia. pier wells
17.22
3885353
225630.27
... More
3) Hard Rock
-
-
-
... More
a) For 7.50m dia abutment wells
1.2
721348
601124.05
... More
b) For 6.50m dia. pier wells
3.6
1625439
451510.96
... More
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)
-
-
-
... More
a) For 7.50m dia abutment wells
6
755094
125849.05
... More
b) For 6.50m dia. pier wells
18
1701479
94526.62
... More
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.
486.44
2577389
5298.44
... More
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.
68.96
342526
4967.11
... More
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
183.76
1956558
10647.65
... More
Well steining
3314.12
26847811
8101.05
... More
RCC Railing
463.4
1065518
2299.35
... More
Cover Slab for drain
27.5
263271
9573.5
... More
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
398.86
2962146
7426.55
... More
Abutment & Pier Shaft
246.54
1956512
7935.85
... More
Abutment & Pier caps
62.62
496903
7935.85
... More
Dirt walls
13.85
145140
10482.45
... More
Super structure
1257.47
30650545
24374.85
... More
Approach Slab
19.64
125819
6407.9
... More
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.
1737.75
1375516
791.55
... More
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.
4914.14
44640834
9084.16
... More
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.
67.69
132124
1951.85
... More
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.
688
96079
139.65
... More
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
512.34
843110
1645.6
... More
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
167.54
174835
1043.53
... More
b) Sandy Material
247.12
279114
1129.47
... More
c) In Abutment / Pier Wells
3021.79
1808090
598.35
... More
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
363220
899.06
... More
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.
68.8
845505
12289.33
... More
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.
-
-
-
... More
Below approach Slab & below foundation of structures
115.93
576076
4969.05
... More
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.
42
2895776
68947.06
... More
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.
98
140586
1434.56
... More
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.
1258.88
235951
187.43
... More
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)
6682.5
1358819
203.34
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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.
1485
77814
52.4
... More
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.
1432.68
2110925
1473.41
... More
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.
1530
3209848
2097.94
... More
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.
6800
236096
34.72
... 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.
6800
84456
12.42
... More
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.
340
2159686
6352.02
... 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.
170
1354840
7969.65
... 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.
-
-
-
... More
In foundation
880.12
4455405
5062.27
... More
In above bed
61.48
319112
5190.17
... More
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
213585
7119.51
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