Public Works Roads Department Tender
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The PWRD has issued a formal invitation for competitive bids for the Public Works Roads Department project, for Sopd_g_24_25_40 Construction Of Road Cum Embankment On Left Bank Of Dikrong River (nh 15 At Bahanibari To Sissapathar Bridge Approach)( Part 2 From Ch. 11880.00m To 15140.00m) Including Approach Roads Under Sopd G For The Year 2024-25 in Lakhimpur, Assam, with an estimated contract value of Rs. 5,27,37,000. The bid opening date for this tender is 06-06-2025 and the last date for bid submission is 27-06-2025. Interested bidders for Public Works Roads Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Technical
Technical
Financial
Bid Capacity
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The formula for bid capacity is: Assessed available bid capacity = (A*N*2-B) Where, A = Maximum value of civil engineering works executed in any one year during the last five years N = Number of years prescribed for completion of the works for which bids are invited. B = Value of existing commitments and ongoing works to be completed during the next financial year.
Technical Capacity
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The bidder is required to have prior work experience in civil engineering construction, specifically in road and bridge works. They must have completed a minimum of one similar work as a prime contractor, although the specific amount is not mentioned. The bidder should have executed a minimum quantity of major items of work over the last five years. The required prior work experience includes having an annual financial turnover of 25% of the DNIT in any one year, with a weightage of 10% per year for completed works in previous years to bring them to the present price level. Additionally, the bidder should have experience in similar nature of work, with a certificate from the authorized Engineer-in-charge. The bidder's annual financial turnover should be 60% of the DNIT value up to Rs. 200 Lakh and 75% of the DNIT value for more than Rs. 200 Lakh in the last five years. However, specific information on the percentage of similar works completed is not provided, except that the bidder needs to provide details of their experience in works of a similar nature and size. The bidder must also demonstrate access to or availability of credit facilities, with a minimum of 10% of the notified contract value, certified by the bankers. No specific percentage of similar works completed is mentioned, but the bidder needs to provide details of their experience in works of a similar nature and size.
Costs
EMD
₹ 10,55,000Document Cost
₹ 10,550Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_44769_1Tender No
CE/DEV/TB/235/2024-25/31 Dated 03-06-2025Tender 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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Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place MethodConstruction 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. (ii) For Grading II Material
2059.31
1963
-
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Water Bound Macadam Sub-base/base (III) WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.IIIProviding, laying, spreading and compacting stone aggregates of specific sizes
to water bound macadam specification including spreading in uniform thickness,
hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper
grade and camber, applying and brooming, stone screening to fill-up the
interstices of coarse aggregate, watering and compacting to the required density
Grading 3 as per Technical Specification Clause 405 (A) By Manual Means
1041.19
4694
-
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Inter locking concrete Block pavement (A) Interlocking pavement block. (I) Providing and laying interlocking concrete block pavement with M40 grade grade
of concrete blocks having thickness 80mm as per technical specification clause
1504 complete including carriage (a) Including Edge block/ Edge restraints
13882.5
1161
-
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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
i) 900mm side octagon
4
9672
-
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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
12
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
iii) 600mm circular
10
5345
-
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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
10
7537
-
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Kilometre StoneReinforced 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
i) ii) Ordinary Kilometer Stone (Precast)
5
2509
-
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Kilometre StoneReinforced 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 iii) 200 m stone (precast)
13
667
-
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Tree Plantation Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three years
103
760
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RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed.
15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
1628
1324
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Turfing with Sods-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
65340
23
-
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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 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)
370
4852
-
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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.
652
287
-
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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
24844
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Direction and Place Identification signs upto 0.9 sqm size board:-A.Retro-reflectorised Traffic Signs:-Providing 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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
1.08
13899
-
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Construction of PCC Drain & PCC Catchment
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
I. Ordinary soil (b)'With dewatering '(i)upto 3 m depth
608.25
124
-
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Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
2679.5
717
-
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
103.16
5650
-
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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
With Natural Gravel
P.C.C grade M 20
Nominal mix 1:2:4
108.47
6582
-
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Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification and steel shuttering formwork
P.C.C Grade M15
Nominal mix 1:2.5:5
97.8
5536
-
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Providing RCC post gate for restricting heavy vehicular traffic as per approved drawing and design in DPR and as directed by the department
1
54532
-
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