Road Construction Department Tender
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Road Construction Department Tender
Eprocure
Opening Date11 May 2018
Closing Date19 May 2018
Tender Amount₹ 11,50,29,724
Costs
EMD
₹ 23,00,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_RCD_62602_1Bid Award Id
ViewTender No
BR23RC 127Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://http://rcd.bih.nic.in/
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Documents
BOQ Items
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Girth above 900 mm to 1800 mm
243
185817
764.68
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Girth above 1800 mm to 2700 mm
122
176331
1445.34
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.. Including cess @ 1%&seigniorage@2%
-
-
-
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By Mechanical Means (A) In area of non-thorny jungle.
4.83
184960
38294.09
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (With cement mortar). Including cess @ 1%.&seigniorage@2%
4.25
1311
308.64
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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 900 mm dia Hume pipe). Including cess @ 1%&seigniorage@2%
9
3227
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%
17224.43
1243431
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%
16060
1202091
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 as per Technical Specification Clause 301.5. Lead from 750m to 1000m. Including cess @ 1%) &seigniorage@2%
66701.93
18137588
271.92
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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. For Grading I Material. Including cess @ 1% &seigniorage@2%
5979.25
16432818
2748.31
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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%
4243.42
13297690
3133.72
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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)
18860.56
629565
33.38
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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. Including cess @ 1%&seigniorage@2%
112144
1358063
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.). for grading II (19 mm nominal size). (Excluding cost of empty bitumen drums). Including cess @ 1% &seigniorage@2%
2803.6
27656588
9864.67
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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).
1401.79
14719411
10500.44
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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. using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. Including cess @ 1% & seigniorage @ 2%
280.5
2129564
7592.03
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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%
2198.9
1834652
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%
4.32
57150
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)
38
262356
6904.13
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(ii) 60 x 45 cm Rectangular
40
185593
4639.83
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(iii) 60 cm Circular
38
181627
4779.66
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(iv) 90 cm Octagonal
19
170506
8974.03
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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%
1320
318291
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%
400
1076932
2692.33
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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
22380
11190.49
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Including cess @ 1%&seigniorage@2%
-
-
-
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5th Kilometre Stone (precast)
3
12688
4229.41
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Ordinary Kilometer Stone (Precast)
8
20514
2564.29
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200 m stone (precast)
40
27554
688.86
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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 soil Upto 3 m depth. Including cess @ 1%&seigniorage@2%
453.36
109273
241.03
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Providing concrete for plain/reinforced concrete (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Including cess @ 1% &seigniorage@2%
18
101795
5655.28
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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. Nominal mix (1:2:4) Including cess @ 1% &seigniorage@2%
191.1
1249635
6539.17
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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%
10.88
722172
66376.18
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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%
260
30087
115.72
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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. Nominal mix (1:2.5:5). Including cess @ 1% &seigniorage@2%
68.17
385520
5655.28
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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%
7.85
105872
13486.96
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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%
31.5
346424
10997.6
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Drainage spouts complete as per drawing and technical specifications Clause 1209. Including cess @ 1% &seigniorage@2%
4
2521
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%
19.2
59330
3090.11
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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%
49.9
143720
2880.18
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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%
36.16
105436
2915.84
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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%
72
7542
104.76
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications. Including cess @ 1% &seigniorage@2%
24
7608
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%
73.1
195372
2672.67
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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% &seigniorage@2%
110
461033
4191.21
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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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Rail pole 105 Ibs, 13 mtr Long
6
409804
68300.77
... More
Base Plate for Rail pole
6
2481
413.57
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V' Cross arm
6
12232
2038.68
... More
Pole Top Bracket
6
1744
290.79
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Clamp for V cross Arm and Top Bracket
12
2139
178.26
... More
Support clamp for 'V' cross arm
6
1254
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
... More
Packing piece
20
1593
79.67
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11 Kv Pin insulator with G.I. Pin
18
4175
231.98
... More
11 Kv Disc insulator 2 Nos with 1 no fitting = 1 set
6
3402
567.05
... More
40 mm Dia 3 Mtr Long G.I. Pipe earthing
6
6453
1075.53
... More
Bentonite powder
180
2320
12.89
... More
G.I. Stay complete set (20 mm) with stay wire (7/8 Swg)
4
5951
1487.93
... More
Stay Insulator
4
140
35.15
... More
Stay Clamp
4
956
239.01
... More
M.S. Nut & Bolts
35
4059
115.99
... More
ACSR Dog conductor
2.5
193026
77210.78
... More
PG Clamp for connecting
12
857
71.47
... More
Concreating
5.4
37959
7029.6
... More
Danger board
6
309
51.55
... More
Red oxide paint
6
1096
182.77
... More
Aluminum paint
6
2284
380.77
... More
B.B. Paint
6
1096
182.77
... More
Binding tape
1
46
46.86
... More
Painting & numbering of Support.
6
1546
257.75
... More
Psc Pole 8 mtr Long
31
136198
4393.5
... More
Base Plate for Rail pole
31
12820
413.57
... More
40 mm Dia 3 Mtr Long Pipe earthing
8
8604
1075.53
... More
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
6.4
259514
40549.08
... More
Al. Binding wire
5
1657
331.56
... More
L.T. Bracket
36
16133
448.14
... More
Clamp for Lt Bracket
36
3585
99.59
... More
L.T Shackle Insulator with strip
144
15183
105.44
... More
L.T. Spacer
88
8248
93.73
... More
Service wire 4 Sqmm
1000
91530
91.53
... More
Concreating
26
182769
7029.6
... More
Painting & numbering of support.
31
7990
257.75
... More
Rail pole 105 Ibs, 13 mtr Long
10
683007
68300.77
... More
Base Plate for Rail pole
10
4135
413.57
... More
Packing Piece
40
3186
79.67
... More
11 Kv pin Insulator with G.I. Pin
15
8734
582.29
... More
11 Kv Disc insulator with fitting
15
25658
1710.54
... More
40 mm Dia 3 Mtr Long G.I. Pipe earthing
15
16132
1075.53
... More
G.I stay complete set with stay wire
10
14879
1487.93
... More
Stay insulator
10
398
39.83
... More
Stay clamp
10
2390
239.01
... More
M.S. Nut & Bolts
80
9279
115.99
... More
ACSR Dog conductor
0.5
38605
77210.78
... More
63 KVA Transformer
3
419361
139787.11
... More
100 KVA Transformer
2
381212
190606.43
... More
Ai. Binding wire/ACSR Dog Conductor
8
2652
331.56
... More
PG Clamp for connecting
15
1072
71.47
... More
Copper wire for D/S/S
10
5776
577.6
... More
G.I. wire 8 No. for Lacing
15
824
54.94
... More
11 KV AB switch 200 Amp
5
63137
12627.5
... More
11 KV HG Fuse set
5
21311
4262.28
... More
11 KV Lighting Arrester
15
81543
5436.22
... More
LT. Shackle insulator with Strip
20
2108
105.44
... More
Ms channel for supporting TR Base Channel
5
26609
5321.88
... More
Ms channel for supporting ABS Channel
5
26609
5321.88
... More
Ms channel for supporting HGF/LA 1 set each
5
24811
4962.37
... More
Support clamp for DSS
10
2091
209.13
... More
TR Belting set
10
28879
2887.99
... More
Clamp for TR Belting set
10
1214
121.49
... More
L.T. Transformer Bus Bar
10
4481
448.14
... More
Clamp for LT Bus Bar
10
1214
121.49
... More
Concreating
10
70296
7029.6
... More
Aluminum Paint
20
7615
380.77
... More
Red Oxide Paint
20
3655
182.77
... More
B.B Paint
15
2741
182.77
... More
Danger Board
10
843
84.36
... More
1st year after completion of construction work
10.2
760118
74557.92
... More
2nd year after completion of construction work
10.2
955158
93688.95
... More
3rd year after completion of construction work
10.2
1147462
112551.49
... More
4th year after completion of construction work
10.2
1338690
131308.55
... More
5th year after completion of construction work
10.2
1541193
151171.5
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