Public Works Roads Department Tender
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Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Assessed available bid capacity = (A*N*2-B), where A = Maximum value of civil engineering works executed in any one year, N = Number of years prescribed for completion of the works, and B = Value of existing commitments and ongoing works. Additionally, the bid capacity can be determined by considering the annual financial turnover, value of similar work, liquid assets or availability of credit facilities, and other factors. The specific formulas for these factors are: 1. Annual financial turnover: 67% of the respective value of work.
2. Value of similar work: 1/3rd of the respective value of work (not less than one-third of the contract value).
3. Liquid assets or availability of credit facilities: 10% of the contract value.
Technical Capacity
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The required prior work experience for the bidder includes:
- Completion of one similar work as a prime contractor
- Minimum annual financial turnover of 67% of the respective value of work mentioned in the bid document
- Completion of a similar work of value not less than 1/3 (one third) of the contract value
- Completion rate of not less than 90% of the contract value
- Execution of a minimum quantity of major items of work, usually not less than 40% of the estimated quantity The value and percentage of similar works completed are:
- Value: not less than 1/3 (one third) of the contract value
- Percentage: not less than 90% of the contract value
- Minimum quantity of major items of work: not less than 40% of the estimated quantity
- Annual financial turnover amount: 67% of the respective value of work mentioned in the bid document
- Liquid assets and/or availability of credit facilities: minimum of 10% of the estimated cost of the package Specific quantities of works required include:
- Road Work: Earth Work, GSB, RCC M20 (748.70 Cum), BM/DBM (307.12 Cum), SDBC/BC (153.56 Cum), TMT (105.64 MT)
- Bridge Work: RCC/PCC work, RCC/PSC Superstructure, Prestressing in Psc Superstructure, and Steel Built up Girder
Costs
EMD
₹ 11,64,460Document Cost
₹ 11,650Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_42382_1Tender No
EE/MDSTRD/957/24-25/SOPDG/2410Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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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.
12796.9
43
-
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
12796.9
9
-
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
With rock dust as filler ( refer table 500-9 of MoSRT&H specification)
With 60/70 or VG-30 grade bitumen
for Grading II (19 mm nominal size)
767.81
7772
-
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Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver
finisher with sensor control to the reqd. grade, level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
With rock dust as filler (refer table 500-9 of MoSRT&H specification)
With 60/70 or VG-30 grade bitumen
for Grading II (13 mm nominal size)
383.91
8994
-
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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.
Upto 3 m depth
7620.34
113
-
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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
With natural Gravel
P.C.C Grade M 10
411.91
4962
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
RCC Grade M 20
For height upto 5 m
1871.77
6134
-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
264.11
56373
-
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause
1204.3.8
Sandy material
969.2
1613
-
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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
4842
182
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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
900mm equilateral triangle
2
5390
-
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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
600mm circular
2
4730
-
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Ordinary Kilometer Stone (Precast)
1
2220
-
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
200 m stone (precast)
5
590
-
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Providing and fixing of typical PMGSY 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
1
21987
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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 and conforming to the MoSrt&H specifications
335.5
501
-
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Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
812
254
-
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
1775.2
102
-
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Shifting of HT Electric Transmission Line & Transformer
1
2562001
-
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Supplying, providing and installing street light rate
1.2
5226894
-
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