Rural Development Department Tender
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Costs
EMD
₹ 7,83,204Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_91436_1Bid Award Id
ViewTender No
Bridge Online-AGL-10/2023-24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
22.94
2234410
97402.38
Cement Concrete of M-25 mix Grade in Well Stening using 20mm & down graded course aggregate with all cost etc complete
368.76
3037155
8236.13
Cement Concrete of M-20 mix Grade in Well Stening using 40mm & down graded course aggregate with all cost etc complete
319.02
2441495
7653.11
Cement Concrete M15 with 10 % extra mix grade for bottom plugging of well using 20mm and down graded course aggregate with all cost etc.
427.84
4036978
9435.72
Fixing 25 mm. dia anchor bars in foundation rock including drilling 35 mm. dia holes, fixing wedged anchor and grouting with cement mortar 1:4 complete as per the direction of Engineer-in-charge excluding cost of M.S. rods for dams, barrages and power house structures including pull testing of 30% of anchors. (Depth of hole only to be measured for payment purpose).
546
228910
419.25
Labour for sinking wells in all kinds of soil other than rock, to lines, levels and plumb by scooping out from inside and below the staining including cost of necessary tools and plant supplying and working of pumps bailing out of water or dredging, removal of all materials and obstacles from inside the well by divers, hire and labour for cantiledge jetting, if necessary and sinking to a depth of 10M taking precaution against shifting and tilting disposal of the spoil with all leads and lifts, etc complete
-
-
-
7.5m dia Well
11.48
326293
28422.8
7.0m dia Well
20.16
522559
25920.6
Construction of R.C.C. well sinking in soft rock to lines levels and plumb 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 material and obstacle from inside the well by divers etc. including precuation against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in charges
-
-
-
7.5m dia Well
2.8
864164
308630.1
7.0m dia Well
5.6
1509786
269604.7
Construction of R.C.C. well sinking in hard rock to lines levels and lumb 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 material and obstacle from inside the well by divers etc. including precuation against shifting and tilting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in charges
-
-
-
7.5m dia Well
1.2
741271
617726.1
7.0m dia Well
2.4
1295079
539616.4
Cement Concrete of M15 grade in top plugging of well using 20 mm down graded course aggregate with all cost etc.
63.02
400236
6350.95
Back filling inside dredged hole of wells, well watered and rammed with all costs,etc.complete as per drawing and Technical Specification (Sand)
608.02
1011125
1662.98
R.C.C. M-30 grade in Foundation work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
330.98
2641465
7980.74
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
87.41
7503150
85838.58
R.C.C. M-30 grade in Substructure Abutment / Pier Shaft M35 as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
137.74
1367508
9928.19
R.C.C. M-30 grade in Substructure Abutment/ Pier Cap & corbel as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
30.1
267670
8892.99
R.C.C. M-30 grade in Substructure Dirt Wall as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
8.75
80265
9168.98
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
22.53
1933943
85838.58
R.C.C. M-30 grade in Super structure Bearing Pedestal as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
3.7
40111
10841
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
256000
117760
0.46
RCC M-40 Grade in Deck Slab including cost of all materials, labour charges for machineries, T&P charges for suspended type staging/ centering & shuttering , suppoerted on girders with M.S bracket arrangement for cantilever portion including charges for all materials and labour for centering shuttering etc. complete direction of Engineer-in-charge
789.06
9780848
12395.57
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
126.81
10885190
85838.58
R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
64.58
875024
13549.47
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.
51
620550
12167.65
Providing reinforced cement concrete crash barrier at the edges of road, approaches to bridge structures and medians,constructed with M40 grade concrete with HYSD reinforcement conforming to IRC :21 and dowel bars 25mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure and installed as per design given in the MOST circular No RW/NH-33022/1/94-DO III dated 24th June,1994 and as per dimensionsin the approved drawing and at locations directed by the Engineer.
242.4
1117439
4609.9
Providing Weep Holes as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
48
4286
89.3
Providing, Fitting & Fixing of Drainage Spouts in Deck slab as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete.
10
8156
815.65
P.C.C.M-20 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
12.54
82167
6552.44
Gravel backing to revetments as per approved Drawing & Technical Specifications and as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
101.33
89286
881.15
Rough stone dry packing on Aprons and Revetments with hard stone 30cm and above size including cost, conveyance royality of all materials and labour charges etc.complete as per direction of Engineer-In-Charge.
202.66
476287
2350.18
Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 Specification.
55.65
178814
3213.19
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Sand)
89.76
148650
1656.09
Supplying and fitting 15cm dia 1.00mtr long gurd post of RCC M15 using 7.50kg of steel for each guard post with 12mm size black granite chips crusher broken including cost of all reinforcment and material,centering and shuttering etc complete
200
105826
529.13
Bridge Approach Road
-
-
-
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
9550.86
60361
6.32
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.
1432.63
50958
35.57
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) and as per Clause -305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
475.46
45144
94.95
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 to meet requirement of table 300-2 and as per Clause -305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
16084.63
3255046
202.37
Construction of granular sub-base by providing Close graded Grading-II Material as per table 400-2, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
387.59
857558
2212.54
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works.(Latest Revision)
538.31
1577329
2930.15
Providing and applying prime coat with slow setting bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
2392.5
83043
34.71
Providing and applying tack coat with rapid setting bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous surface cleaned with mechanical broom.
2392.5
28757
12.02
Providing 50mm thick Bituminous Macadam using crushed stone Gr.-2 materials & 60 / 70 penetration grade of bitumen as per approved Drawing & Technical Specifications and as per Clause -504 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
119.63
941086
7866.64
Providing 25mm thick S.D.B.C. using crushed stone Gr.-2 materials & 60 / 70 penetration grade of bitumen as per approved Drawing & Technical Specifications and as per Clause -508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
59.81
584172
9767.14
Construction of moorum shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no 300-2
358.88
284595
793.01
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering & Technical Specifications and as per Clause - 307 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
3789.72
98532
26
Toe Wall & Hume Pipe Culvert
-
-
-
Earth work in excavation of foundation in all kinds of soil as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering if necessary etc complete as per clause 304 of technical specification for Road and Bridge works (MORTH 5th revision) and as directed by the Engineer in charge, excluding GST.
569.3
42128
74
Providing sand filling in foundation including compaction with water as per clause no 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge.
70.17
79447
1132.21
P.C.C.M-15 Grade in Foundation of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
592.58
3763445
6350.95
Laying of NP4 Hume Pipe of 1000mm dia. for pipe culverts as per approved Drawing & Technical Specifications and as per Section -2900 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
12.5
102059
8164.76
Steel reinforcement works using HYSD as per approved Drawing & Technical Specifications and as per Section -1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
16.78
1440371
85838.58
Providing Weep Holes as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
48
4286
89.3
Gravel backing to revetments as per approved Drawing & Technical Specifications and as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
98.59
86872
881.15
Rough stone dry packing on Aprons and Revetments with hard stone 30cm and above size including cost, conveyance royality of all materials and labour charges etc.complete as per direction of Engineer-In-Charge.
202.43
475746
2350.18
Grouting aprons and revetments of 23cm deep with cement concrete (1:4:8) using 2.5cm size hard crusher broken coarse aggregates as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.
34.75
11747
338.06
ROAD SIGNAGE
-
-
-
Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single/double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road & bridge works (5th revision) & as directed by Engineer in charge.
-
-
-
90 cm Equilateral traingle
2
10666
5333.42
60 cm Circular
2
9577
4788.66
80 cm x 60 cm rectangular
2
12780
6390.38
90 cm high octagon
2
15902
7951.44
Supplying, providing 2.5 mm thick hot applied thermoplastic road marking material homogeneously composed of aggregate pigment,resin,glass reflectorizing beads with colour of the compound white as per IS 356 as specified in the drawing conforming to clause no 803 of specification for road & bridge works (5th revision) & as directed by Engineer-in-charge.
122.86
34212
278.47
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
200
1002558
5012.79
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