Rural Works Department Tender
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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 completed works of a similar nature, with a value at the current price level of existing commitments and ongoing works to be completed during the period of completion of the construction of the road bridge for which bids are invited. The specific value and percentage of similar works completed are not mentioned.
Costs
EMD
₹ 12,59,100Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_141470_1Tender No
MGSY/24-25/Bikramganj/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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R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.
Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
206.55
6894
-
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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 (Using Batching Plant, Transit Mixer and Concrete Pump)
400
14747
-
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
58.45
68187
-
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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
a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
1.2 m Dia Pile
1
350000
-
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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
150000
-
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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
-
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SUBSTRUCTURE
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
128.286
7046
-
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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
26.04
7188
-
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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
24.696
68399
-
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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.
101455.2
-
-
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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
40
173
-
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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
94.25
904
-
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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
64.58
3594
-
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SUPERSTRUCTURE
R.C.C. grade M 30 in Super Structure complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)
i) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
82.6
8049
-
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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
15.236
68612
-
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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
14.659
12366
-
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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
66.28
4191
-
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
10
5080
-
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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.
7.487
5702
-
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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
17.74
10325
-
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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.)
25.35
12600
-
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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
25.35
454
-
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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.
25.35
167
-
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PROTECTION WORK
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
290.9
3750
-
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
127.18
3850
-
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Metal Beam Crash Barrier
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
3178
-
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Approach Road & Diversion
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
0.148
73254
-
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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 .
3003
283
-
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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.
174.075
287
-
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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.
252.45
3154
-
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WBM Grading 3 (By Manual 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 3 as per Technical Specification Clause 405.
94.669
5076
-
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Prime Coat (Low porosity)
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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
1262.25
55
-
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Tack Coat 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.
1262.25
19
-
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Mix Seal Surfacing Type B
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 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 Type B
1262.25
266
-
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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
10339
-
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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.
44
625
-
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Boundary Pillar
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
295
564
-
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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
283
-
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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
3154
-
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
30
7202
-
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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.
Top Slab
160
1654
-
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Abutment
12
1654
-
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