Rural Works Department Tender
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Costs
EMD
₹ 2,08,985Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ECBIH_132626_1Bid Award Id
ViewTender No
NDB-BRRP2-560-DARBHANGA2Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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BOQ Items
60% QTY FROM EXCAVETED METARIAL From Box Cutting
3.87
244
63.05
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per
-
-
-
For 1000 m lead
291.7
76187
261.19
For 100 m lead
226.48
56061
247.54
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 1
-
-
-
B) For New Construction (PCC ROAD)
801.06
212094
264.77
i) Earth shoulder for Flexible Road.
201.2
53271
264.77
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
163.62
415131
2537.17
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, a
56.81
257047
4524.69
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
757.5
41286
54.5
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydraulic broom as per technical specification aclouse 5
757.5
14179
18.72
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearin
757.5
181820
240.03
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
108.78
275993
2537.17
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and cam
101.13
457581
4524.69
Construction of un-reinforced , dowel jointed at expansion and construction joint only , plain cement thickness as per design , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate max
215.74
1850050
8575.37
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the
89
48309
542.8
Reinforced cement concrete M15 grade kilometer local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
-
-
-
ii) Ordinary Kilometer Stone (Precast)
2
5899
2949.61
iii) 200 m stone (Precast)
3
2441
813.86
Providing and fixing of typical MMGSY 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 we
3
32613
10871.31
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
28
19385
692.34
Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters
-
-
-
600 mm equilateral & triangle
6
11599
1933.24
900 mm equilateral & triangle
1
1990
1990.79
600 mm circular
1
1993
1993.53
600 mm x 450 mm rectangular
1
1987
1987.36
900 mm side octagon, OR
1
2178
2178.18
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 a
-
-
-
At Both Edge For BT Surface
40
35459
886.5
At Both Edge For CC Pavement
71.2
74888
1051.81
Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the pla
10
13336
1333.6
Parapet Repair
-
-
-
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
29.8
12092
405.83
Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
4.6
32912
7162.62
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
33.74
275045
8151.2
Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and p
7.5
30617
4082.39
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
65.89
15705
238.35
Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
13.26
939
70.87
GST @ 18% ON (PART A)
1
818760
818760.68
LABOUR CESS @ 1% ON (PART A)
1
45486
45486.7
SEIGNIORAGE FEE
1
86959
86959.16
1st Year Maintenance cost
0.56
12432
22359.71
2nd Year Maintenance cost
0.56
15575
28012.59
3rd Year Maintenance cost
0.56
134711
242285.97
4th Year Maintenance cost
0.56
29287
52674.46
5th Year Maintenance cost
0.56
144587
260048.56
GST @ 18% ON (PART B)
1
60586
60586.56
LABOUR CESS @ 1% ON (PART B)
1
3365
3365.92
SEIGNIORAGE FEE
1
396
396.78
RWD Bhamarpura To Murli Pokhar Providing & Fixing of Working benchmark Pillars 01 nos. per km & 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I
0.35
4987
14249.71
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of se
0.25
18846
76926.08
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
12
1248
104.01
60% QTY FROM EXCAVETED METARIAL From Box Cutting
7.2
453
63.05
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per
980.03
242595
247.54
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 1
-
-
-
B) For New Construction (PCC ROAD)
256.5
67912
264.77
ii) Earth shoulder For Rigid Road.
87.94
23283
264.77
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
86.99
244482
2810.47
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and cam
99.42
517372
5203.91
Construction of un-reinforced , dowel jointed at expansion and construction joint only , plain cement thickness as per design , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate max
212.1
1917560
9040.83
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the
-
-
-
For Hard Shouldering
87.5
47495
542.8
Reinforced cement concrete M15 grade kilometer local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
-
-
-
ii) Ordinary Kilometer Stone (Precast)
2
6133
3066.54
iii) 200 m stone (Precast)
2
1669
834.65
Providing and fixing of typical MMGSY 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 we
3
32942
10980.74
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
44
33
0.76
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
8
5617
702.15
Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters
-
-
-
600 mm equilateral & triangle
4
7958
1989.6
900 mm equilateral & triangle
1
2047
2047.15
600 mm circular
1
2049
2049.88
600 mm x 450 mm rectangular
2
4087
2043.71
900 mm side octagon, OR
1
2234
2234.53
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 a
70
73626
1051.81
Parapet Repair
-
-
-
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
29.8
12092
405.83
Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
4.6
34907
7596.84
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
33.74
290752
8616.67
Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and p
7.5
31334
4177.98
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
65.89
16244
246.54
Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
13.26
939
70.87
GST @ 18% ON (PART A)
1
649964
649964.02
LABOUR CESS @ 1% ON (PART A)
1
36109
36109.11
SEIGNIORAGE FEE
1
62945
62945.49
1st Year Maintenance cost
0.35
2200
6285.71
2nd Year Maintenance cost
0.35
2400
6857.14
3rd Year Maintenance cost
0.35
75800
216571.43
4th Year Maintenance cost
0.35
2200
6285.71
5th Year Maintenance cost
0.35
75800
216571.43
GST @ 18% ON (PART B)
1
28512
28512
LABOUR CESS @ 1% ON (PART B)
1
1584
1584
SEIGNIORAGE FEE
1
-
0.53
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