Rural Works Department Tender
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Costs
EMD
₹ 10,96,318Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_ECBIH_128601_1Bid Award Id
ViewTender No
STATE SCHEME-23-KISHANGANJ-1-13Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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BOQ Items
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Providing and constructing one span service road to reach island location from one pier location to another pier location.
48
328615
6846.16
... More
Providing and laying of PCC M15 levelling course 150mm thick below the pile cap. II. PCC Grade M-15 (Levelling Course for Pile Cap)
23.33
187841
8051.49
... More
R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.,Pile Cap in RCC M-35
253.38
2405143
9492.24
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.,II.1200 mm Dia
456
12723366
27902.12
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
87.23
7044197
80754.3
... More
Providing Steel Liner 6 mm thick as per Detailed Drawing.
4.98
480041
96393.81
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
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i) Upto 5m height (Using Concrete Mixer)
117.14
1175243
10032.81
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ii) From 5m upto 10m height (Using Concrete Mixer)
56.65
573717
10127.41
... More
R.C.C. grade M-40 in Substructure complete as per Dwg & Tech Specification
17.52
186192
10627.41
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
24.53
1986386
80977.83
... More
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
18
906112
50339.58
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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
120
18862
157.19
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
147.96
143470
969.66
... More
Providing and laying filter media with granular crushed aggregates (Jhama Metal) 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
82.8
312012
3768.27
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Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ,II. RCC M-35
236.38
2393917
10127.41
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
46.21
3821960
82708.51
... 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
33.85
621819
18369.84
... More
Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified .
120.36
715455
5944.3
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
24
32868
1369.53
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
8.93
66426
7438.6
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Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
19.52
272342
13951.95
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
33.8
363512
10754.81
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Providing & Fixing 20 mm thk compressible fiber board in expansion joint complete as per drawing and specification
33.8
10818
320.06
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Providing & Fixing 20 mm thk Premoulded filler joint in expansion joint for fixed ends of simply supported span not exceding 10m to cater for the horizontal movement up to 20mm covered with selant complete as per drawing and specification
33.8
12544
371.15
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
218.36
853621
3909.24
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
79.22
306930
3874.41
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Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load
-
-
-
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a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings 1.2 m Dia Pile
1
300000
300000
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b) Routine pile load test on pile for 1.5 times the design load specified in Drawings 1.2 m Dia Pile (2% of piles in total).
1
200000
200000
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c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings 1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
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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 serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.36
27206
75573.34
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Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
292.59
36556
124.94
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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 as per Technical Specification Clause 301.5 .
10507.41
2743905
261.14
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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 as per Technical Specification Clause 303.1.
1220.75
322790
264.42
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.
324
825542
2547.97
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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 3 as per Technical Specification Clause 405.
112.5
565376
5025.57
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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.
1500
91035
60.69
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Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
1500
31170
20.78
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
1500
458430
305.62
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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 and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2.
2
4754
2377.2
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(I)Providing and Fixing 'Logo' of PMGSY Project
2
15000
7500
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( III ) Providing & Fixing of LOGO of "Citizen Information Board"
1
9500
9500
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GST @ 18 %
1
8032570
8032570.53
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L C @ 1%
1
446253
446253.92
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Add Seigniorage Fee
1
234632
234632.9
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First Year Total Maintenance Cost
1
64224
64224.46
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secend Year total Maintenance Cost
1
137061
137061.48
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Third Year total Maintenance Cost
1
183774
183774.66
... More
Fourth Year total Maintenance Cost
1
277201
277201.01
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Fifth Year total Maintenance Cost
1
510766
510766.9
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GST @ 18 %
1
211145
211145.13
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L C @ 1%
1
11730
11730.29
... More
Add Seigniorage Fee
1
81143
81143
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