Rural Works Department Tender
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The Rural Works Department has issued a formal invitation for competitive bids for Mgsy/24-25/begusarai/02 in Patna, Bihar, with an estimated contract value of Rs. 7,20,84,488. The bid opening date for this tender is 23-05-2025 and the last date for bid submission is 29-05-2025. Interested bidders for Rural Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder is not explicitly mentioned, but it is stated that the bidder should have experience as a prime contractor, subcontractor, or in a similar capacity, with a total monetary value of turnover and civil construction works performed for each of the last five years. The bidder should have experience in construction works of similar value over the last five years, with certificates from concerned officers not below the rank of Executive Engineer or equivalent. The value and percentage of similar works completed are not explicitly mentioned. However, several packages are mentioned with their respective values and percentages, including:
- MGSY/24-25/Rosera/01 with a value of 1636.692 and a percentage of 26.367
- MGSY/24-25/Bikramganj/03 with a value of 619.122 and a percentage of 12.382
- MGSY/24-25/Nawada/02 with a value of 688.367 and a percentage of 13.767
- MGSY/24-25/Nawada/03 with a value of 444.298 and a percentage of 8.886
- MGSY/24-25/Biharsharif/03 with a value of 461.124 and a percentage of 9.222
- MGSY/24-25/Patna/02 with a value of 620.217 and a percentage of 12.404
- MGSY/24-25/Chakia/01 with a value of 1316.175 and a percentage of 23.162
- MGSY/24-25/Khagaria/01 with a value of 2481.292 and no percentage mentioned It is also mentioned that proposals for subcontracting components of the construction of roads and bridges, aggregating not more than 25 percent of the contract price, are allowed. The bidder should have a maximum value of civil engineering works executed in any year during the last five financial years, updated to the price level of the current financial year. The bidder's experience will be evaluated based on the "Number of years prescribed for completion of Construction of road bridge" and the "Value at the current price level of existing commitments and ongoing works". The bidder should have a minimum earnest money deposited, which varies depending on the estimated cost of the work, with a minimum of 2% of the total estimated cost for works costing up to 10 crores, and Rs. 20 lakhs plus 1% of the excess cost over 10 crores for works costing more than 10 crores.
Costs
EMD
₹ 14,41,700Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_141472_1Tender No
MGSY/24-25/Begusarai/02Tender Authority
Rural Works Department ViewPurchaser Address
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GEM & Bid Advisory Services
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BOQ Items
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Bored cast in situ piles R.C.C M-35 , Pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lift and lead up to 1200 m
1050
15916
-
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications , TMT in foundation , refer BBS ,Qty = 54.273+16.411+59.943+23.571 =154.198
154.2
68431
-
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Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) 1985
-
-
-
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a) Initial load test @ 2.5 Times load on 1 Pile
625
300
-
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b) Routine load test @ 1.5 Times load on 2% Pile
375
300
-
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c) Lateral load test
50
5000
-
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Confirmatory boring at Abutment and Pier Location
180
2000
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
255.38
708
-
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
132.35
1460
-
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsHeight upto 5m , RCC Grade M30
254.38
8286
-
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications ,RCC Grade M30 , Height 5m to 10m
211.79
8432
-
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical , reinf , qty = 26.298+23.102+1.468+0.313+1.106+1.139 =53.43 t
53.43
68431
-
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, 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 foce. Complete as per drawing and Technical Specifications
160
138
-
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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.
646400
-
-
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specificatio,RCC Grade M 30, Height 5m to 10m
390
9044
-
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Reinforeced Cement Concrete M30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification
15.75
11351
-
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
7.88
6230
-
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
219.76
1747
-
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
60.4
68856
-
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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.
50.7
12600
-
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Drainage Spouts complete as per drawing and Technical specification
30
1080
-
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
54.34
12901
-
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Painting on concrete surface , Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
159.7
116
-
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, Dismantling Brick / Tile work (by Manual Means)
15
450
-
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Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising serviceable material with all lifts and lead of 1000 m Dismantling of Structures ,Cement Concrete Grade M-20 and above .
6
820
-
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Clearing and Grubbing Road Land .Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
0.3
73254
-
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Construction of Embankment with Material obtained from BorrowpitsConstruction of embankment with approved material obtained from borrow pits with 1.5m lifts and lead upto 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
6838.99
194
-
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Construction of Subgrade and Earthen Shoulders , Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
549
189
-
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Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) , Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with tractor mounted 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.
153.75
3352
-
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WBM Grading 3 by Mechanical Means , 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.
57.66
4194
-
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Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion
using emulsion pressure distributor at the rate of 0.25 kg
1537.5
16
-
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Prime Coat , Providing and applying primer coat with SS1 grade bitumen
emulsion on prepared surface of granular Base including
768.75
44
-
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Bituminous Macadam Grading-II , Providing and laying bituminous macadam with higher
capacity hot mix plant using crushed aggregates of specified
38.44
10527
-
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Semi-Dense Bituminous Concrete , Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
19.22
12178
-
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
321.03
3611
-
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
642.05
3582
-
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
274.95
3880
-
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Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.
1.92
13741
-
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
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600 mm equilateral & triangle
3
1421
-
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600 mm circular
3
2578
-
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600 mm x 450 mm rectangular
3
2459
-
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900 mm side octagon
3
6113
-
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Printing New Letters and Figures of any Shade
4400
1
-
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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.
39.9
626
-
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Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
200
3153
-
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(I)Providing and Fixing 'Logo' of MMGSUY Project :-Providing and fixing of typical MMGSUY 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
2
15421
-
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Labour Cess 1%
1
597737
-
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Seigniorage Fee
1
482157
-
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GST @ 18 %
1
10953657
-
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1st Year Maintenance
1
40767
-
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2nd Year Maintenance
1
42447
-
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3rd Year Maintenance
1
45620
-
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4th Year Maintenance
1
48792
-
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5th Year Maintenance
1
51218
-
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Labour Cess 1%
1
2288
-
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Seigniorage Fee
1
3758
-
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GST @ 18 %
1
42280
-
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