Rural Works Department Tender
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The Rural Works Department has issued a formal invitation for competitive bids for Mrl17-milbhitta To Dhobinia (mashandangi) Rcc Bridge At Mrl17-milbhitta To Dhobinia (mashandangi) At Ch-3.400km in Patna, Bihar, with an estimated contract value of Rs. 6,04,78,147. The bid opening date for this tender is 20-06-2024 and the last date for bid submission is 25-06-2024. Interested bidders for Rural Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 12,09,563Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_134682_1Bid Award Id
ViewTender No
BR18P3R104Tender Authority
Rural Works Department ViewPurchaser Address
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Documents
BOQ Items
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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
150000
150000
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( III ) Providing & Fixing of LOGO of "Citizen Information Board"
1
9500
9500
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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 parapets as per clause 1106
75
567242
7563.23
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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
217.5
1812640
8333.98
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R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
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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
289800
14846.34
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GST @ 18 %
1
8998255
8998255.53
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First Year Total Maintenance Cost
1
48215
48215.08
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Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
50.69
3797857
74923.21
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Providing and Constructing Temporary Island 8 m diameter for Construction of Pile Foundation.
2
576307
288153.61
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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
336008
9941.08
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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.
150
35703
238.02
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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
38.07
660210
17342.02
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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
13008
108.4
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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
270.47
30728
113.61
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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.
41
35402
863.47
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Fifth Year total Maintenance Cost
1
254629
254629.3
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Providing Steel Liner 6 mm thick as per Detailed Drawing.
10
879544
87954.47
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Add Seigniorage Fee
1
176491
176491
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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.
607.23
146670
241.54
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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
4452
2226.18
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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
15
125009
8333.98
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i) Upto 5m height (Using Concrete Mixer)
119.68
1218167
10178.54
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L C @ 1%
1
499903
499903.09
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Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification
150
16260
108.4
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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.
91.13
251728
2762.3
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Cement Concrete
-
-
-
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.Reinforced Cement Concrete
-
-
-
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
24
20731
863.81
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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
125000
125000
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Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
41.91
3075740
73389.18
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ii) From 5m upto 10m height (Using Concrete Mixer)
56.65
581457
10264.03
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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 .
6699.53
1594622
238.02
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L C @ 1%
1
6454
6454.32
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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
273.73
3082065
11259.51
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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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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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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.
166.05
458679
2762.3
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Add Seigniorage Fee
1
45125
45125.26
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R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
18.72
197535
10552.09
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GST @ 18 %
1
116177
116177.78
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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
14868673
32606.74
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secend Year total Maintenance Cost
1
86109
86109.23
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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
850695
47260.84
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
350.48
1099525
3137.2
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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
2250
535545
238.02
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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
0.21
14751
70245
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Third Year total Maintenance Cost
1
107174
107174.24
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
127.28
580294
4559.2
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Providing & Fixing 20 mm thk compressible fiber board in expansion joint complete as per drawing and specification
33.8
10004
295.98
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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
11602
343.27
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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
768.75
212713
276.7
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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.
8.87
69544
7840.42
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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
194431
8333.98
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Fourth Year total Maintenance Cost
1
149304
149304.26
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(I)Providing and Fixing 'Logo' of PMGSY Project,or Maintenance Borad
2
15000
7500
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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.
-
-
-
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i) Upto 3m depth
450.79
181163
401.88
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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
83.72
382313
4566.57
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Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20
6
52814
8802.45
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
93.57
6847349
73178.9
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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.
768.75
41835
54.42
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
149.81
137567
918.28
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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 .
135.36
761703
5627.24
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Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202. Dry Brick Pitching or Brick Soling, Masonry work
-
-
-
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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.
768.75
14337
18.65
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