Road Construction Department Tender
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Road Construction Department Tender
Eprocure
Opening Date11 May 2018
Closing Date19 May 2018
Tender Amount₹ 20,26,54,383
Costs
EMD
₹ 40,53,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_RCD_62604_1Bid Award Id
ViewTender No
BR23RC 129Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://http://rcd.bih.nic.in/
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Documents
BOQ Items
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe. Including cess @ 1% & seigniorage @ 2%
8.25
2958
358.57
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Including cess @ 1%&seigniorage@2%
21049.06
1519531
72.19
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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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. Including cess @ 1% &seigniorage@2%
21049.06
1575522
74.85
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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 from upto 205 as per Technical Specification Clause 301.5. Including cess @ 1%) & seigniorage @ 2%
163099.27
25405973
155.77
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By Mix in Place Method. 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%) & seigniorage @ 2%
10475.55
28080549
2680.58
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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. By Mechanical Means with 1 km lead. Including cess @ 1% &seigniorage@2%
9654.71
29530378
3058.65
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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%&seigniorage@2% (Excluding cost of empty bitumen drums)
42909.83
1431471
33.36
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Tack coat.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. (Excluding cost of empty bitumen drums) Including cess @ 1%&seigniorage@2%
183471.75
2221842
12.11
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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.) (19 mm nominal size). (Excluding cost of empty bitumen drums). Including cess @ 1% &seigniorage@2%
4586.79
44857705
9779.76
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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). For grading II (10 mm Nominal size) (Excluding cost of empty bitumen drums). Including cess @ 1%&seigniorage@2%
2293.4
23886999
10415.54
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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%&seigniorage@2%
3494.7
2915802
834.35
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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%&seigniorage@2% (1200 x 1800 mm)
8.64
114300
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%&seigniorage@2%
-
-
-
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(i) 80 x 60cm (Rectangular)
110
759454
6904.13
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(ii) 60 x 45 cm Chevron
60
278389
4639.83
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(iii) 60 cm Circular
110
525762
4779.66
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(iv) 90 cm Octagonal
55
493571
8974.03
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(v) Triangular
110
358556
3259.6
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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%&seigniorage@2%
2450
590768
241.13
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Metal Beam Crash Barrier. 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%.&seigniorage@2%
800
2153864
2692.33
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Providing and Fixing 'Logo' of PMGSY Project. Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Including cess @ 1%&seigniorage@2%
2
22347
11173.78
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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%&seigniorage@2%
-
-
-
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5th kilometre stone (precast)
4
16806
4201.59
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Ordinary Kilometer stone (Precast)
13
33087
2545.17
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Hectometer stone (Precast)
64
45191
706.11
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Excavation for Structures. 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. Ordinary spil upto 3 m. depth. Including cess @ 1% & seigniorage @ 2%
2718
655119
241.03
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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. P.C.C grade M 15. Including cess @ 1% &seigniorage@2%
639.01
3571075
5588.45
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. P.C.C. grade M 20 . Including cess @ 1% & seigniorage @ 2%
1005.76
6505305
6468.05
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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% & seigniorage @ 2%
54.95
737200
13415.84
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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% & seigniorage @ 2%
176.4
1927431
10926.48
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Drainage spouts complete as per drawing and technical specifications Clause 1209. Including cess @ 1% &seigniorage@2%
28
17647
630.27
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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% & seigniorage @ 2%
134.4
414064
3080.84
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. Including cess @ 1% & seigniorage @ 2%
40.56
2692350
66376.18
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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% & seigniorage @ 2%
476.9
1339898
2809.6
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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% & seigniorage @ 2%
149.91
426944
2848.1
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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% & seigniorage @ 2%
598
69200
115.72
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Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work. 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% & seigniorage @ 2%
504
52799
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% &seigniorage@2%
152.6
48375
317.01
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular material. Including cess @ 1% &seigniorage@2%
112.37
292719
2604.94
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Construction of Embankment with Material Obtained from Borrow Pits. 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 from 750m to 1000m as per Technical Specification Clause 301.5 Including cess @ 1% & seigniorage @ 2%
2450
666204
271.92
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. P.C.C. grade M 20. Including cess @ 1% & seigniorage @ 2% (wing wall & return wall)
105.53
682572
6468.04
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Utility shifting work (Item rate including 2% (T&P) + 4% (Transportation) + 10 % (Labour cost), With 1% cess.
-
-
-
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For 11 KV Line
-
-
-
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Rail pole 105 Ibs, 13 mtr Long
26
1775820
68300.77
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Base Plate for Rail pole
22
9098
413.57
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V' Cross arm
22
44850
2038.68
... More
Pole Top Bracket
22
6397
290.79
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Clamp for V cross Arm and Top Bracket
44
7843
178.26
... More
Support clamp for 'V' cross arm
44
9201
209.13
... More
Line D.P. Channel
2
10356
5178.47
... More
Support clamp for D.P. Channel
4
836
209.13
... More
Cross bracing for D.P. Structure
2
8365
4182.61
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Clamp for cross bracing
4
1752
438.18
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Packing piece
52
4142
79.67
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11 Kv Pin insulator with G.I. Pin
70
16238
231.98
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11 Kv Disc insulator 2 Nos with 1 no fitting = 1 set
15
8505
567.05
... More
40 mm Dia 3 Mtr Long G.I. Pipe earthing
26
27963
1075.53
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Bentonite powder
1300
16757
12.89
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G.I. Stay complete set (20 mm) with stay wire (7/8 Swg)
12
17855
1487.93
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Stay Insulator
12
421
35.15
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Stay Clamp
12
2868
239.01
... More
M.S. Nut & Bolts
80
9279
115.99
... More
Guard bracket channel 75 x 40 x 6 mm
2
2509
1254.78
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Clamp for guard bracket
2
242
121.49
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G.I. Wire Number 6 for lacing
8
439
54.94
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G.I. Wire Number 8 for lacing
8
439
54.94
... More
ACSR Dog conductor
5.12
395319
77210.78
... More
PG Clamp for connecting
12
857
71.47
... More
Concreating
22
154651
7029.6
... More
11 Kva isolataor 600 AMP
1
16144
16144.65
... More
Danger board
26
1340
51.55
... More
Red oxide paint
52
9504
182.77
... More
Aluminum paint
52
19800
380.77
... More
B.B. Paint
13
2376
182.77
... More
Jointing sleeves for ACSR
6
702
117.16
... More
Binding tape
4
187
46.86
... More
Painting & numbering of Support.
26
6701
257.75
... More
Rail pole 105 Ibs, 13 mtr Long
-
-
-
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Psc Pole 8 mtr Long
22
96657
4393.5
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40 mm Dia 3 Mtr Long Pipe G.I. earthing
6
6453
1075.53
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G.I. stay complete set with stay wire
12
17855
1487.93
... More
Stay insulator
12
477
39.83
... More
Stay clamp
12
2868
239.01
... More
M.S. Nut & Bolts
30
3479
115.99
... More
ACSR rabbit conductor
6
243294
40549.08
... More
Al. Binding wire
5
1657
331.56
... More
L.T. Bracket
22
9859
448.14
... More
Clamp for Lt Bracket
22
2190
99.59
... More
L.T Shackle Insulator with strip
88
9278
105.44
... More
L.T. Spacer
88
8248
93.73
... More
Service wire 4 Sqmm
3300
302049
91.53
... More
Concreating
19
133562
7029.6
... More
Red oxide paint
44
8041
182.77
... More
Aluminum paint
44
16753
380.77
... More
B.B. paint
11
2010
182.77
... More
Painting & numbering of support.
22
5670
257.75
... More
Rail pole 105 Ibs, 13 mtr Long
16
1092812
68300.77
... More
Base Plate for Rail pole
16
6617
413.57
... More
Packing Piece
80
6373
79.67
... More
11 Kv pin Insulator with G.I. Pin
24
13974
582.29
... More
11 Kv Disc insulator with fitting
24
41052
1710.54
... More
40 mm Dia 3 Mtr Long G.I. Pipe earthing
48
51625
1075.53
... More
G.I stay complete set with stay wire
32
47613
1487.93
... More
Stay insulator
32
1274
39.83
... More
Stay clamp
32
7648
239.01
... More
M.S. Nut & Bolts
145
16818
115.99
... More
ACSR Dog conductor
0.8
61768
77210.78
... More
63 KVA Transformer
5
698935
139787.11
... More
100 KVA Transformer
3
571819
190606.43
... More
AI. Binding wire/ACSR Dog Conductor
8
2652
331.56
... More
PG Clamp for connecting
24
1715
71.47
... More
Copper wire for D/S/S
16
9241
577.6
... More
G.I. wire 8 No. for Lacing
24
1318
54.94
... More
11 KV AB switch 200 Amp
8
101020
12627.5
... More
11 KV HG Fuse set
8
34098
4262.28
... More
11 KV Lighting Arrester
24
130469
5436.22
... More
LT. Shackle insulator with Strip
32
3374
105.44
... More
MS channel for supporting TR Base Channel
8
42575
5321.88
... More
MS channel for supporting ABS Channel
8
42575
5321.88
... More
MS channel for supporting HGF/LA 1 set each
24
119096
4962.37
... More
Support clamp for DSS
16
3346
209.13
... More
TR Belting set
8
23103
2887.99
... More
Clamp for TR Belting set
8
971
121.49
... More
L.T. Transformer Bus Bar
16
7170
448.14
... More
Clamp for LT Bus Bar
16
1943
121.49
... More
Concreating
21
147621
7029.6
... More
Aluminum Paint
32
12184
380.77
... More
Red Oxide Paint
32
5848
182.77
... More
B.B Paint
8
1462
182.77
... More
Danger Board
16
1349
84.36
... More
Maintanance
-
-
-
... More
1st year after completion of construction work
16.18
1111974
68746.46
... More
2nd year after completion of construction work
16.18
1420198
87802.04
... More
3rd year after completion of construction work
16.18
1724081
106589.24
... More
4th year after completion of construction work
16.18
2027119
125324.2
... More
5th year after completion of construction work
16.18
2346319
145058.42
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