Public Works Roads Department Tender
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Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class I B contractor
Technical Capacity
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The required prior work experience for the bidder includes achieving 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. The bidder should have completed a similar work as a prime contractor with a value of at least the estimated cost of the package. The bidder should have experience in works of a similar nature and size for each of the last five years. The cost of completed works of previous years shall be given weightage of 10% per year based on the rupee value to bring them to the present price level. The bidder should have prior work experience as a prime contractor, with at least one similar work of value not less than 1/3rd (one-third) of the estimated value. The work should be satisfactorily completed or substantially completed (not less than 90% of contract value). The bidder should have executed in any one year, the minimum quantities of the major items of work as indicated, which is not less than 40% of the estimated quantity. The specific values and percentages mentioned are: - 1/3rd (one-third) of the estimated value for similar work
- 90% of contract value for substantially completed works
- 10% per year weightage for previous years' work
- 40% of the estimated quantity for major items of work
- 60% of the estimated cost for works of value up to Rs 200 lakhs
- 75% of the estimated cost for works of value more than Rs 200 lakhs. The bidder should have completed at least one similar work with a value of not less than 90% of the original contract price. For personnel, the required experience includes:
- Project Manager: B.E. Civil + 5 to 7 Years Exp.
- Site Engineer: B.E. Civil + 3 Years Exp. Or Diploma in Civil Engg + 5 years Exp
- Plant Engineer: B.E. Mech. + 3 years Exp. Or Dip. Mech. + 7 years Exp.
- Quantity Surveyor: B.E. Civil. + 3 years Exp. Or Dip. Civil. + 7 years Exp.
- Soil & Material Engineer: B.E. Civil. + 3 years Exp. Or Dip. Civil. + 7 years Exp. Graduate engineers will be exempted from qualifying conditions of annual financial year, performance of single similar work, and item work experience, but this exemption will not be allowed after the contractor has availed benefit for one or more works with cumulative value of Rs. 5.00 Cr within 3 years from the issue of notification on the relaxation. The bidder should submit an affidavit and copies of R.C/Invoice of machineries under his possession. If proposed for lease, the bidder shall submit such agreement made with the lessee along with documents of possession of such machineries with the lessee. The bidder is required to furnish information on their prior work experience, specifically the minimum value of similar work completed. The required information includes:
- Minimum annual financial turnover amount - Minimum value of similar work
- Quantities of works are: 40% of the major items of the online bill of quantities.
Costs
EMD
₹ 15,00,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_43339_1Bid Award Id
ViewTender No
CE/DEV/TB/807/2024-25/6 Dtd- 03/03/2025Tender 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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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.
I.By Manual Means (c ) Reinforced Cement Concrete
28.1
1270
-
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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.
I.By Manual Means (b) Cement Concrete
19.18
449
-
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Dismantling Brick/Tile Work
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 Concrete
314.35
272
-
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Excavation in Ordinary Soil(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
1437.03
67
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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 (II) Private Land
25744.88
258
-
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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.(i) Private Land
3858.51
339
-
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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. For Grading II Materials
1694.14
2449
-
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II. WBM Grading 2
Using stone screening Type-B 11.2 mm for Gr.II
Providing, 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
(A) By Manual Means
479.04
4106
-
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III. WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
'Providing, 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
3808.75
4137
-
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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 60mm as per technical specification clause 1504 complete including carriage.'Including Edge block/ Edge restraints
25391.66
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 GI pipe 50 mm dia 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 drawings and Technical Specification Clause 1701 (v) 600mm x 450mm rectangular
4
5662
-
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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 GI pipe 50 mm dia 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 drawings and Technical Specification Clause 1701 (ii) 600mm equilateral triangle
32
4394
-
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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 GI pipe 50 mm dia 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 drawings and Technical Specification Clause 1701 (ii) 600mm equilateral triangle
38
6202
-
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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 GI pipe 50 mm dia 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 drawings and Technical Specification Clause 1701 (vii) 900mm side octagon
14
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 GI pipe 50 mm dia 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 drawings and Technical Specification Clause 1701 (iii) 600mm circular
36
5807
-
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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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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 (ii) Ordinary Kilometer Stone (Precast)
4
2509
-
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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(iii) 200 m stone (precast)
18
667
-
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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
65
705
-
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Direction and Place Identification signs upto 0.9 sqm size board
A. Retro-reflectorised Traffic Signs
(I) 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
9.72
13899
-
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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.
126
1324
-
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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.
732
287
-
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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 year.
240
760
-
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1000mm dia SHPC
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.
196.08
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
10.86
6036
-
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Bedding of pipe
Laying concrete cradle bedding on well compacted sand,moorum as per Clause 115 (ii) Granular Bedding
20.7
1558
-
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Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
Brick Masonry in 1:4 cement mortar
100.56
7450
-
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (1000 mm dia)
45
7787
-
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
165.72
146
-
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2.0M RCC Slab Culvert=3 Nos./6.0M RCC Slab Culvert.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
693.29
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 B. With Natural Gravel I P.C.C Grade M 10 Nominal mix 1:3:6
128.71
6036
-
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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 III P.C.C Grade M20
Nominal mix (1:2:4)
667.4
6664
-
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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
400.43
146
-
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Providing and laying reinforced cement concrete in superstructure as per drawing
and technical specifications Clauses 800, 1205.4 and 1205.5
A With crushed stone
I R.C.C grade M 20
i For nominal mix 1:2:4
a) Height upto 5 M
18.42
8160
-
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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 B. With Natural Gravel IV R.C.C.Grade M 25 I)Height upto 5M
50.67
7992
-
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.73
63702
-
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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
48
134
-
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I Granular material
134.6
1487
-
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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 B With Natural Gravel
8.94
13905
-
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Drainage spouts complete as per drawing and technical specifications Clause 1209
16
1873
-
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iv Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
60
26
-
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Protection Work (R.R Masonry Retainig Wall 1.0m and 2.0m height) and Boulder Protection 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.
Ordinary soil
Upto 3 m depth
622.09
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
With crushed Stone, I. P.C.C grade M 10,Nominal mix 1:3.6 (Hand mixing)
233.6
6078
-
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Stone masonry work:
Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutside face stone roughly hammer dressed and inside (earthen side) undressed as per drawing and technical sopecifications including racking out joints and curing , supplying and carriage of stone as directed.
485.16
6319
-
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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
162
134
-
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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
194.4
146
-
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
170.5
2791
-
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
145.8
3522
-
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
162
2602
-
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