Road Construction Department Tender
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Road Construction Department Tender
Eprocure
Opening Date11 May 2018
Closing Date19 May 2018
Tender Amount₹ 40,55,03,643
Costs
EMD
₹ 81,10,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_RCD_62600_1Bid Award Id
ViewTender No
BR23RC 125 (Part- II)Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://http://rcd.bih.nic.in/
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Documents
BOQ Items
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. Including cess @ 1% & 2% seigniorage charge.
335291
57834344
172.49
... More
Granular Sub-base with Well Graded Material (Table 400.1). Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Including cess @ 1% & 2% seigniorage charge.
-
-
-
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For Grading I Material
19931.67
62078382
3114.56
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Granular Sub-base with Well Graded Material (Table 400.1). Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Including cess @ 1% Reuse of serviceable materials obtained from dismantled Road Crust. Including cess @ 1% & 2% seigniorage charge.
-
-
-
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For Grading I Material
6903.68
1263994
183.09
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.. Including cess @ 1% & 2% seigniorage charge.
22042.28
78021735
3539.64
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, 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, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.). Including cess @ 1% & 2% seigniorage charge. 1%) 5311.75 + 27.693 = 5339.443
-
-
-
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GradingII(19 mm nominal size)
5339.44
57475953
10764.41
... More
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, 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, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects). Including cess @ 1% & 2% seigniorage charge.
2213.23
25173278
11374
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Prime coat (Providing and applying primer coat with 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.). Including cess @ 1% & 2% seigniorage charge.
88529.1
2940936
33.22
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.. Including cess @ 1% & 2% seigniorage charge.
177058.2
2161880
12.21
... 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, Including cess @ 1% & 2% seigniorage charge.
714
5803491
8128.14
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Dry Lean Cement Concrete Sub- base (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 blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) Including cess @ 1% & 2% seigniorage charge.
285.6
1371379
4801.75
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Including cess @ 1% & 2% seigniorage charge.
2320.08
13743974
5923.92
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Including cess @ 1% & 2% seigniorage charge.
12990.28
3131046
241.03
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. Including cess @ 1% & 2% seigniorage charge.
4274.09
31113409
7279.54
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. Including cess @ 1% & 2% seigniorage charge.
197.7
2721971
13768.19
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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211. Including cess @ 1% & 2% seigniorage charge.
403.2
4551434
11288.28
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Drainage spouts complete as per drawing and technical specifications Clause 1209. Including cess @ 1% & 2% seigniorage charge.
64
40337
630.27
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3. Including cess @ 1% & 2% seigniorage charge.
483.68
1494624
3090.11
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. Including cess @ 1% & 2% seigniorage charge.
188.62
12656591
67099.94
... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301. Including cess @ 1% & 2% seigniorage charge.
1839.9
5928764
3222.33
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8. Including cess @ 1% & 2% seigniorage charge.
483.95
1588444
3282.25
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7. Including cess @ 1% & 2% seigniorage charge.
1408
162933
115.72
... More
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702. Including cess @ 1% & 2% seigniorage charge.
532.05
55737
104.76
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Filler Joint Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications. Including cess @ 1% & 2% seigniorage charge.
384
121731
317.01
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Including cess @ 1% & 2% seigniorage charge.
1209.92
800723
661.8
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.). Including cess @ 1% & 2% seigniorage charge.
4228.75
3531048
835.01
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Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing). Including cess @ 1% & 2% seigniorage charge.
1.92
25400
13229.27
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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing). Including cess @ 1% & 2% seigniorage charge.
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-
-
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90 cm equilateral triangle
84
448770
5342.5
... More
60 cm circular
17
78439
4614.07
... More
80 mm x 60 mm rectangular
40
269797
6744.93
... More
90 cm high octagon
8
65883
8235.46
... More
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973). Including cess @ 1% & 2% seigniorage charge.
984
239446
243.34
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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.). Including cess @ 1% & 2% seigniorage charge.
78
86902
1114.14
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Metal Beam Crash Barrier
-
-
-
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Type - A, "W" : Metal Beam Crash Barrier (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). Including cess @ 1% & 2% seigniorage charge.
300
820038
2733.46
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc). Including cess @ 1% & 2% seigniorage charge.
-
-
-
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5th Km stone
2
6408
3204.26
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Km Stone
10
18845
1884.5
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200 m Stone
50
29279
585.59
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting). Including cess @ 1% & 2% seigniorage charge.
152
69669
458.35
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Rail pole 105 Ibs, 13 mtr (HT cum LT)
90
3709842
41220.47
... More
R.S.Joist Pole
60
1546512
25775.2
... More
11KV "V" Cross arm
130
108605
835.43
... More
11KV Top Bracket
130
20866
160.51
... More
Back Clamp for Top Bracket Rail Pole
130
8583
66.03
... More
Back clamp for V cross arm Rail Pole
130
9036
69.51
... More
11KV D.P. Channel
10
24780
2478.03
... More
Support clamp for D.P. Channel
20
2433
121.65
... More
11KV Cross bracing
10
24800
2480.04
... More
Packing piece for Rail Pole
90
7170
79.67
... More
Clamp for Cross Bracing - Top
20
1807
90.37
... More
Clamp for Cross Bracing - Bottom
20
2085
104.26
... More
11 KV Pin Insulator with Pin
400
64280
160.7
... More
11 KV Disc insulator with H/W fitting
66
40085
607.36
... More
Stay set (1800 x 20 mm) with 7/12 GI wire
70
82003
1171.48
... More
Angle Stay Clamp
40
4587
114.69
... More
Side Stay Clamp
30
3649
121.65
... More
Stay Guy Insulator
70
5084
72.64
... More
ACSR rabbit conductor
31
1390736
44862.46
... More
Guard and lessing as per REC direction Guard Bracket
60
75286
1254.78
... More
G.I.Wire No - 8
150
8241
54.94
... More
M.S. Nut & Bolts (as per requirement)
275
25129
91.38
... More
Cement
360
192330
534.25
... More
Stone chips
720
75916
105.44
... More
Sand
1440
134971
93.73
... More
Rail pole 105 Ibs, 13 mtr
58
2390787
41220.47
... More
Transformer Base & AB Switch base channel
58
226853
3911.27
... More
H.G.Fuse base channel
29
105764
3647.05
... More
Tr. Belting complete set
29
59591
2054.89
... More
Support clamp for Rail Pole- Base channel
58
8718
150.32
... More
AB Switch channel
58
7063
121.79
... More
H.G.Fuse channel
58
4924
84.91
... More
Package Piece for Rail Pole
58
4620
79.67
... More
11 KV AB switch 200 Amp
29
349617
12055.76
... More
11 KV HG Fuse set
29
103016
3552.29
... More
Stay set (1800 x 20 mm) with 7/12 GI wire
116
135891
1171.48
... More
Angle Stay clamp
80
9175
114.69
... More
Side Stay clamp
26
3162
121.65
... More
H.T.Guy Insulator
116
8426
72.64
... More
11 KV Pin Insulator with Pin
174
27961
160.7
... More
Shackle insulator with strip
638
44851
70.3
... More
Earthing Pipe
58
35947
619.78
... More
11 KV Lighting Arrester
29
37428
1290.63
... More
Danger Board
29
2446
84.36
... More
G.I.Wire - 8 SWG for earthing
406
22305
54.94
... More
LT Distribution Box
29
271811
9372.8
... More
M.S.Nuts and Bolts (As per requirement)
750
68535
91.38
... More
Connector
87
8154
93.73
... More
Ciment
174
92959
534.25
... More
Stone chips
350
36904
105.44
... More
Sand
700
65611
93.73
... More
PSC POLE 400 Kg WL 9M
375
2636100
7029.6
... More
LT Staight Cross Arm made of M.S Angle
140
54461
389.01
... More
Back clamp for LTStraight bracket for 400 Kg Pole
50
3479
69.59
... More
for 105 lbs Rail Pole
90
6263
69.59
... More
LTShackle insulator with Strip
560
39368
70.3
... More
G.I. Stay Set with 7/12 GI wire
105
123005
1171.48
... More
Angle Stay Clamp
40
4593
114.83
... More
Side Stay clamp
65
7916
121.79
... More
Guy Insulator
105
7627
72.64
... More
ACSR Weasel Conductor
22
591145
26870.26
... More
LT Arial Bunched cable
13
4034682
310360.21
... More
Proper Cable Hook for PSC Pole
325
39536
121.65
... More
M.S.Nuts and Bolts (As per requirement)
400
36552
91.38
... More
PSC POLE 200 Kg WL
112
424100
3786.61
... More
ACSR Rabbit Conductor
30
1345873
44862.46
... More
11 KV 'V' Bracket
82
68505
835.43
... More
11 KV Top Bracket
82
13161
160.51
... More
11 KV Disc insulator with H/W fitting
60
36441
607.36
... More
Back clamp for PSC Pole
164
11335
69.12
... More
Stay Clamp
50
5734
114.69
... More
11 KV Pin insulator with Pin
246
39532
160.7
... More
Stay Wire 8 No.
250
13735
54.94
... More
11 KV DP Channel
10
24780
2478.03
... More
PSC POLE 200 Kg WL
58
219623
3786.61
... More
Transformer Base Channel
29
113426
3911.27
... More
Transformer Top Channel
29
113426
3911.27
... More
H.G.Fuse channel
29
105764
3647.05
... More
11 KV Disc insulator with H/W fitting
87
52840
607.36
... More
11 KV Pin insulator with Pin
134
21533
160.7
... More
Support Clamp for PSC Pole
174
21191
121.79
... More
11 KV AB Switch
22
265226
12055.76
... More
PSC POLE 200 Kg WL
290
1098116
3786.61
... More
AB Cable Three Phase , LT
12
3724322
310360.21
... More
ACSR Weasel Conductor
21
564275
26870.26
... More
LT U Clamp
150
10438
69.59
... More
LT Shackle/Pin Insulator
450
31635
70.3
... More
LT Pin Insulator with Pin
150
10896
72.64
... More
LTStraight Bracket
50
19450
389.01
... More
Back Clamp for LT Bracket
50
3479
69.59
... More
Less cost of dismantled materials
1
-8561467
8561467
... More
1st year after completion of construction work
13.33
1050793
78858.76
... More
2nd year after completion of construction work
13.33
1488169
111682.48
... More
3rd year after completion of construction work
13.33
1410622
105862.81
... More
4th year after completion of construction work
13.33
1781421
133690.13
... More
5th year after completion of construction work
13.33
2152219
161517.37
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