Rural Works Department Tender
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Technical
Technical
Bid Capacity
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The bid capacity required to bid can be determined using the following formulas and values:
- For tenders valued up to 10 crore: 2% of the Total estimated cost
- For tenders valued more than 10 Crore: Rs. 20 lakhs plus 1% of the excess cost over 10 Crore, which can also be expressed as Rs. 20 lakhs + 1% of (Total estimated cost - 10 Crore)
Costs
EMD
₹ 14,05,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
State Scheme (setu Mgsy) /24-25/ Bikramganj /01
Description
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Contact
Tender Id
2025_RWD_139869_1Tender No
State Scheme (Setu MGSY) /24-25/ Bikramganj /01Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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BOQ Items
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R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.
Pile Cap in RCC M-30
512.08
6971
3570180.79
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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
756
23265
17588392.92
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
117.78
71179
8383520.33
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Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
25.6
90765
2323604.48
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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
1.2 m Dia Pile
1
150000
150000
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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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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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R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
RCC M-30
i) Upto 5m height (Using Concrete Mixer)
219.83
7281
1600678.96
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ii) From 5m upto 10m height (Using Concrete Mixer)
41.06
7369
302571.96
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
37.7
71397
2691667.65
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
322560
-
277401.6
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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
42
141
5940.48
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Sandy Material
232.5
962
223869.6
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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
99.19
3896
386536.49
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SUPERSTRUCTURE
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-30
312
8245
2572655.28
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
51.2
72983
3736765.44
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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
43.38
15357
666218.76
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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
168.56
3577
603055.43
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
24
1368
32849.52
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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.
7.29
6089
44390.41
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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
17.75
12088
214571.23
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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.)
42.25
13290
561538.84
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
42.25
264
11184.84
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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 not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
42.25
372
15721.65
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PROTECTION WORK
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.
535.2
415
222504.05
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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 PCC M-15 Grade
35.4
6259
221590.9
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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 PCC M-20 Grade
75.6
7058
533601.43
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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 PCC M-25 Grade
112.65
7746
872668.01
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
12.78
71397
912453.92
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
284.78
4045
1151943.64
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
149.13
3892
580546.69
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E. APPROCH ROAD
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
0.44
73248
32229.45
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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 .
4256
240
1023653.12
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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.
514.31
243
125383.63
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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.
537.03
3156
1694984.83
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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.
186.47
5091
949408.28
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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.
2486.25
55
137464.76
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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.
2486.25
19
47263.61
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Providing , laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agreegates either using penetration grade bitumin or emulsion to reqired 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 80-100 KN static roller capacity , ifnished to required level and grades to be followed by seal coat of either Type A or Type B or Type as per Technical Specification clause 508
2486.25
266
662088.38
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Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 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 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG 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 enamer 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 abd Annexure 1700.1.
3
10553
31660.47
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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.
130
802
104260
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Boundary Pillars
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
869
648
563112
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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 .
1800
240
432936
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Granular Sub-base with Well Graded Material (Table 400.1) Grading II -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.
84.38
3156
266321.84
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW)
30
7719
231591
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Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
111.71
415
46442.32
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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 PCC M-15 Grade
7.92
6259
49576.27
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade
33.4
7058
235744.55
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.16
71179
11388.72
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Sub Structure
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade
16.25
7058
114696.08
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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
36
141
5091.84
... More
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
11.55
7746
89474.62
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.14
71397
81392.6
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )
34.29
962
33017.16
... More
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
19.82
3896
77237.15
... More
Superstructure
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade
4.38
8439
36964.27
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.38
72983
27733.81
... More
Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )
4.01
7058
28303.46
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209
4
1368
5474.92
... More
Add Cess @ 1%
1
583564
583564.21
... More
Add Seniorage fee @10%
1
191017
191017.18
... More
Add GST @18%
1
10643580
10643580.37
... More
Total Cost for 1st Year Maintenance Work
1
62200
62200
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Total Cost for 2nd Year Maintenance Works
1
71131
71131
... More
Total Cost for 3rd Year Maintenance Works
1
81535
81535
... More
Total Cost for 4th Year Maintenance Works
1
90957
90957
... More
Total Cost for 5th Year Maintenance Works
1
100381
100381
... More
Add Cess @ 1%
1
4062
4062.04
... More
Add Seniorage fee @10%
1
1264
1264.41
... More
Add GST @18%
1
74075
74075.48
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