Rural Works Department Tender
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Costs
EMD
₹ 1,27,849Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_136859_1Tender No
NDB-BRRP2-858-SAHARSATender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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BOQ Items
For 1000 m lead
310.2
240
74559.67
For 100 m lead
1240.78
169
210510.73
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 & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).
640.3
243
155996.29
Granular Sub-base with Well Graded Material (Table 400.1)
For Grading I Material (With Stone Screening)
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.
145.35
3077
447318.99
Water Bound Macadam with Stone Screenings
WBM Grading 3 (By Machanical Means ) 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 camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
109.01
4908
535090.85
Cement Concrete Pavement 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 maximum size of aggregate not exceeding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification clause 1501.
232.56
9167
2131933.33
ii) Ordinary Kilometer Stone (Precast)
2
2955
5911
iii) 200 m stone (Precast)
2
791
1582.92
(I)Providing and Fixing 'Logo' of Project 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 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
Providing and Fixing 'Logo' of Project As per Drawing
Citizen Information Board As per Drawing
5-Year Informatory Maintenance Board
3
13965
41896.14
Printing New Letters and Figures of any Shade
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
-
30.8
Boundary Pillar/Gaurd Post
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
12
736
8835.36
i) 600 mm equilateral & triangle
2
1979
3958.86
iii) 600 mm circular
1
2047
2047.25
v) 600 mm x 450 mm rectangular
2
2040
4080.6
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface & Cement Concrete Pavement 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.
76
801
60920.08
Box culvert
Foundation
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
153.3
370
56809.91
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10 Grade
11.21
7806
87510.08
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade
49.8
7473
372163.87
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.24
65413
15699.19
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-15 Grade
31.93
8002
255506.41
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
54
140
7577.28
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade
18.84
8950
168621.77
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.84
65607
120717.21
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )
55.59
1005
55921.32
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
30.5
3873
118139.92
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Coping - PCC M-20 Grade )
15.2
8353
126979.58
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-25 Grade
7.68
9400
72195.46
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.65
67026
43567.5
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
7.6
8776
66701.86
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 1208.4
4
1263
5052.52
Add Labour Cess @ 1%
1
52820
52820
Add Seigniorage Fee @ 10% on Material Cost only
1
66676
66676
Add GST @ 18%
1
972269
972269
Maintenance cost of Road
20
779
15594
Add Labour Cess @ 1%
1
156
156
Add Seigniorage Fee @ 10% on Material Cost only
1
3
3
Add GST @ 18%
1
2835
2835
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