Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date26 Mar 2025
Closing Date2 Apr 2025
Tender Amount₹ 2,00,00,000
AI Insights
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes: * A minimum annual financial turnover of a specified amount for the last five years.
* Completion of one similar work as prime contractor with a value of a specified amount.
* Execution of minimum quantities of major items of work.
* Quantities of work executed as prime contractor of all main items of work described in the bid document in the last five years. The value and percentage of similar works completed are not explicitly mentioned. However, the bidder is required to provide information on the total volume of civil engineering construction work performed in the last five years, including the value of contracts and the actual date of completion. The bidder should have achieved a minimum annual financial turnover of 60% of the estimated cost of the package for works of value up to Rs 200 lakhs and 75% of the estimated cost of the package for works of value more than Rs 200 lakhs in any one year during the last five years. The bidder should have satisfactorily completed or substantially completed (not less than 90% of contract value) at least one similar work of value not less than 1/3rd (one-third) of the estimated value mentioned in DNIT as a prime contractor. The bidder must have completed similar works in the last 5 years, with a certificate issued by the authorized Engineer in-charge.
Costs
EMD
₹ 4,00,000Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
I) Improvement Of Maibang Troper Town Road (gaurab Path), (ii) Construction Of Rcc Drain At Horichandrapur (ch 0.00m To 109.5m), (iii) Construction Of Rcc Drain At Horichandrapur (ch 250.00m To 359.5m), (iv) Construction Of Cc Drain At Khasmaipur Vil
Description
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Contact
Tender Id
2025_PWD_43804_1Tender No
CE/DEV/MMNPPNA/714/2024-25/07 Dtd Guwahati 24th March,2025Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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% of mix and filler transporting the hot mix 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.508. 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.) I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)
A With 60/70 or VG-30 grade bitumen
(ii) for Grading II (10 mm nominal size)
141.79
10197
-
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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
(ii) 600mm equilateral triangle
3
3933
-
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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
(iv) 800mm x 600mm rectangular
1
7536
-
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CC Drain
Excavation for Structures
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.
I Ordinary soil
Upto 3 m depth
222.88
127
-
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open
foundation of Head walls as per drawings & Technical Specification Clause 1109
13.3
6036
-
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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
A With Crushed Stone
I P.C.C grade M 15
ii) Nominal mix 1:2.5:5 (Hand mixing)
55.34
6278
-
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
589
146
-
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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 and conforming to the MoSrt&H specifications
252
566
-
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(ii) Construction of R.C.C. Drain at Horichandrapur (Ch 0.00 m to Ch. 109.50 m) 1. DISMANTLING
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
(B) Cement mortar
Quantity as per Statement 1
82.5
255
-
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Excavation for Structures
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.
I Ordinary soil
Upto 3 m depth
645.49
127
-
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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
A With crushed Stone
I P.C.C grade M 10
Nominal mix 1:3.6 (Hand mixing)
68.86
6078
-
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Supplying, fitting and placing MS Bar (Fe-500 ) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
9.26
63585
-
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Backfill behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 B) Sandy material
283.16
1595
-
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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
A With Crushed Stone
IV RCC Grade M 25
i) For height upto 5 m
177.08
7992
-
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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 specification
164
134
-
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(iii) Construction of R.C.C. Drain at Horichandrapur (Ch 250.00 m to Ch. 359.5 m) 1. DISMANTLING
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
(B) Cement mortar
Quantity as per Statement 1
82.5
255
-
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Excavation for Structures
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.
I Ordinary soil
Upto 3 m depth
645.49
127
-
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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
A With crushed Stone
I P.C.C grade M 10
Nominal mix 1:3.6 (Hand mixing)
68.86
6078
-
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Supplying, fitting and placing MS Bar (Fe-500 ) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
9.26
63585
-
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Backfill behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 B) Sandy material
283.16
1595
-
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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
A With Crushed Stone
IV RCC Grade M 25
i) For height upto 5 m
177.08
7992
-
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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 specification
164
134
-
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(iv) Construction of C.C. Drain at Khasmaipur Village approach road from (L.H.S, Ch-320.00 m to Ch-800.60 Excavation for Structures
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.
I Ordinary soil
Upto 3 m depth
649.75
127
-
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open
foundation of Head walls as per drawings & Technical Specification Clause 1109
100.93
6036
-
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
A With Crushed Stone
IV PCC Grade M 20
144.18
7048
-
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
1105.38
146
-
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Backfill behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 B) Sandy material
86.51
1498
-
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