Public Works Roads Department Tender
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Technical
Technical
Financial
Bid Capacity
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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 = completion of the works for which bids are invited (up to 6 months it will be ½ & for 6 to 12 months it will be 1) B = Value of existing commitments and ongoing works to be completed during the next year.
Technical Capacity
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The required prior work experience for the bidder includes:
- A minimum annual financial turnover of 67% of the estimated cost of the package.
- Completion of at least one similar work with a value of not less than one third of the estimated cost of the work.
- A completion rate of not less than 90% of the contract value for similar works.
- Experience in works of a similar nature and size for each of the last five years.
- A list of existing commitments showing the value of remaining works. The value and percentage of similar works completed include:
- One third of the estimated cost of the work for similar work completion.
- 90% of the contract value for completion rate of similar works.
- 25% of the value of the work for minimum cash investment during contract implementation.
- 10% of notified contract value for minimum credit facilities.
- 10% per year for weightage of completed works in previous years.
- Quantities of major items of work, including earthwork, GSB, WBM/WMM, Prime Coat, Tack Coat, and others, with specific quantities usually not less than 40% of the estimated quantity.
Costs
EMD
₹ 5,87,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWD_43609_2Tender No
CE/Commn/137/2024-25/02Tender 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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Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per
Technical Specification Clause 301.5
821.25
169
-
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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. ii ) For Grading II Material (including all lead and lift upto site)
839.37
1937
-
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Construction of Shoulders as per Technical Specification Clause 407. B Hard Shoulder
162
1937
-
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Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.
2365.46
7
-
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Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification
Clause 1906.
559.54
337
-
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Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
By Mechanical Means with 1 km lead
1226.28
3711
-
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Prime Coat i) 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
5827.5
39
-
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Tack Coat : Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
11655
13
-
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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 ggregates 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.)
(ii) for Grading II (19 mm nominal size)
349.65
9663
-
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Bituminous Concrete: Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producing an average output of75 tonnes per hour using crushed aggregates of specified grading,premixed with bituminous binder @ 5.4 to 5.6 % of mix and fillertransporting 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.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.) (ii) for Grading II (13 mm nominal size)
174.84
11101
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Cement concrete pavement: Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design, laid inapproved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing) spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrator and finished in continuous operation including provision of contraction and xpansion,construction joints,applying debonding strips,primer,sealant,dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days.
162
7592
-
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Culvert Works:
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious
matter, dressing of sides and bottom and backfilling with approved material.
189.5
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
12.12
6036
-
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Bedding of pipe Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
19.8
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
106.08
7450
-
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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
40
7787
-
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in
substructure as per technical specification
147.44
146
-
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CC Drain Works:
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious
matter, dressing of sides and bottom and backfilling with approved material.
1963.55
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
115.5
6036
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
41.8
53724
-
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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 III RCC Grade M 20 Nomonal mix (1:2:4)
959.75
7480
-
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Re-modelling of side drain:
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 nserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(b) Cement Concrete
144
449
-
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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 I P.C.C grade M 10 Nominal mix 1:3:6
90
6036
-
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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
19.68
53724
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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 III RCC Grade M 20 Nominal mix ( 1:2:4)
219
7480
-
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Road Furniture: Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm 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 801
(i)600mm equelateral
16
3933
-
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Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm 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 801 (ii)600mm Circular
8
5345
-
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Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm 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 801
(iii)600mm X 600mm rectangular
2
7537
-
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Kilometre Stone 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
ii) Ordinary Kilometer Stone (Precast)
1
2509
-
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Kilometre Stone 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)
4
667
-
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Providing and Fixing 'Logo' of PMGSY ProjectProviding 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 andmiddle 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 x5mm. The angle iron frame of the lower most plate and flat iron frame of middleplate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts dulyembedded 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 middleplate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stoveenameled on both sides. Lettering and printing arrows, border etc. will bepainted with ready mixed synthetic enamel paint of superior quality in requiredshade and colour. All sections of framed posts and steel tube will be painted withprimer and two coats of epoxy paint as per drawing Clause 1701 and Annexure
1700.1
1
24845
-
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Road Marking with Hot Applied Thermoplastic Compound with
Reflectorising Glass Beads on Bituminous SurfaceProviding 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
220.2
566
-
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Providing reflective pavement marker with Micro prismatic lens in bothdirection 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.
110
287
-
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Providind Hump type speed breaker
4
49612
-
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