Public Works Roads Department Tender
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Technical
Technical
Financial
Class Of Bidder
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The class of contractor required to bid or participate in this tender is as per Govt. Notification No. DA5R.132/2018/2 dated 20.07.2018, however the specific class is not mentioned.
Technical Capacity
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The bidder is required to have prior work experience, with specific requirements including a minimum annual financial turnover and completion of similar works. The bidder must demonstrate experience in the last five years, with specific quantities of work executed as prime contractor for main items of work. The value of similar works completed should be at least the estimated cost of the package, excluding maintenance cost for four years. The bidder should have completed similar works with a value of not less than 1/3 (one third) of the total estimated cost of work. The bidder should have achieved a minimum annual financial turnover equivalent to 60% or 75% of the total estimated cost of work, depending on the amount put to bid. The bidder should have also executed in any one year, minimum 40% of estimated quantity of major items of works. The bidder should have satisfactorily completed (not less than 90% of contract value) at least one similar work. The bidder is required to have a minimum annual financial turnover amount of 60% / 75% of the respective value of work. Additionally, the bidder should have completed similar works with a minimum value of one third of the total estimated cost of work, excluding maintenance cost for four years, and should have a minimum of 5 years of experience in civil contracts. The bidder should provide details of works underway or contractually committed, and clients who may be contacted for further information on those contracts. The bidder should also provide evidence of access to or availability of credit facilities, which is a minimum of 10% of the notified contract value. The bidder should provide information on the total monetary value of civil construction work performed for each of the last five years. The bidder is required to have completed one similar work done in the last 5 years, and should provide an annual financial turnover certificate for the last 5 years, showing the money received from civil work contracts. The available bid capacity is calculated as (A*N*2-B), where A is the maximum value of civil engineering works executed, N is the number of years prescribed for completion, and B is the value of existing commitments and ongoing works to be completed during the next financial year. The bidder should have a minimum of 10% of the total estimated cost of work (construction amount + routine maintenance) as credit facilities. The bidder should also provide an undertaking for investment of minimum cash up to 25% of the value of the work.
Costs
EMD
₹ 6,64,210Document Cost
₹ 9,970Tender Fee
Refer Documents
Summary
Kuhiarbari To Gopalpur And Baligaon To Nepalibari
Description
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Contact
Tender Id
2025_PWD_42398_1Tender No
MDTRD/72Tender 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 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
592.97
2840
-
... More
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 2 as per Technical Specification Clause 405.
(A) By Manual Means
1297.96
4561
-
... More
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
1382.34
4584
-
... More
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
(Provided only on WBM surface)
18431.25
39
-
... More
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Statement-3
18431.25
13
-
... More
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) (a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (I) with 60/70 or VG-30 grade bitumen for GradingII (10mm nominal size) (Statement-4)
460.78
10729
-
... More
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 equilateral triangle
12
4046
-
... More
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
4
5345
-
... More
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,,800mm x600mm rectangular
6
7537
-
... More
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
24845
-
... More
(3 Nos Box Culvert 2x2 single cell & 1 No. 4.0Mx4.0M Box culvert Triple Cell) Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out ……………… with excavated material
773.7
127
-
... More
PCC 1:3:6 in foundation (Plain Cement concrete 1:3:6 nominal mix in foundation with crushed stone 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days)
65.19
6036
-
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 with crushed stone. P C C M 15
152.49
5894
-
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,804,805,806,807,1202 & 1204 with crushed stone. R C C M 20
51.87
7072
-
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,804,805,806,807,1202 & 1204 with crushed stone. R C C M 20
28.89
5894
-
... More
Providing concrete for plain/reinforced concrete in sub structure complete as per drawing and technical specification clause 802,804,805,806,807,1202 & 1204 with crushed stone. R C C M 15.Nominal mix1:2.5:5
49.88
6234
-
... More
Providing concrete for plain/reinforced concrete in sub structure complete as per drawing and technical specification clause 800,1205.4 & 1205.5 with crushed stone. R C C M 15
49.8
7480
-
... More
Providing concrete for plain/reinforced concrete in sub structure complete as per drawing and technical specification clause 800,1205.4 & 1205.5 with crushed stone. R C C M 15
28.02
7048
-
... More
Providing concrete for plain/reinforced concrete in supper structure complete as per drawing and technical specification clause 800,1205.4 & 1205.5 with crushed stone. R C C M 20
57.76
8160
-
... More
Construction of RCC railing of M30 grade in-situ with 20 mm nominal size aggregate,true to line and grade tolurence of vertical RCC post not to exceed 1 in 500 c/c specing between vertical post not to exceed 2000mm….etc
44.4
2763
-
... More
Supplying fitting and placing HYSD bar reinforcement in superstructure
18.39
65217
-
... More
Providing weep hole in Brick/Reinforced concrete
112
134
-
... More
Backfilling behind abutment,wing wall and retain wall complete as per drawing and technical specification ii) Sandy material
41.4
1822
-
... More
Utility shifting
1
169500
-
... More
Kilometre Stone:-Reinforce cement concrete M15 grade kilometre stone/local stone of standard desinged as per IRC:8 fixing in posision including painting and printing ..etc as per drawing and technical specification Clouse 1703. (i) 5th Km
1
4197
-
... More
Kilometre Stone:-Reinforce cement concrete M15 grade kilometre stone/local stone of standard desinged as per IRC:8 fixing in posision including painting and printing ..etc as per drawing and technical specification Clouse 1703. (ii) Ordinary KM Stone(precast)
5
2509
-
... More
Kilometre Stone:-Reinforce cement concrete M15 grade kilometre stone/local stone of standard desinged as per IRC:8 fixing in posision including painting and printing ..etc as per drawing and technical specification Clouse 1703. (iii) 200 m Stone(precast)
20
667
-
... More
(ii)Construction of Baligaon Chariali to Nepalibari via Ayush Hospital Road:- 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
(i) Private Land
61.34
258
-
... More
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
1190.91
339
-
... More
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
14.06
2840
-
... More
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 2 as per Technical Specification Clause 405.
(A) By Manual Means
16.5
4561
-
... More
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
50.07
4583
-
... More
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
(Provided only on WBM surface)
5775
39
-
... More
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Statement-3
5775
13
-
... More
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) (a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (I) with 60/70 or VG-30 grade bitumen for GradingII (10mm nominal size) (Statement-4)
144.38
10729
-
... More
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 equilateral triangle
2
3933
-
... More
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
4
5345
-
... More
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,,800mm x600mm rectangular
6
7537
-
... More
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
24845
-
... More
( Box Culvert 2x2 single cell) Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out ……………… with excavated material
103.81
127
-
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 with crushed stone. P C C M 10
9.04
6036
-
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 with crushed stone. P C C M 15
28.31
5894
-
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,804,805,806,807,1202 & 1204 with crushed stone. R C C M 20
9.63
6664
-
... More
Providing concrete for plain/reinforced concrete in sub structure complete as per drawing and technical specification clause 802,804,805,806,807,1202 & 1204 with crushed stone. R C C M 15.Nominal mix1:2.5:5
7.56
6234
-
... More
Providing concrete for plain/reinforced concrete in sub structure complete as per drawing and technical specification clause 800,1205.4 & 1205.5 with crushed stone. R C C M 15
9.34
7048
-
... More
Providing concrete for plain/reinforced concrete in supper structure complete as per drawing and technical specification clause 800,1205.4 & 1205.5 with crushed stone. R C C M 20
6.4
8160
-
... More
Construction of RCC railing of M30 grade in-situ with 20 mm nominal size aggregate,true to line and grade tolurence of vertical RCC post not to exceed 1 in 500 c/c specing between vertical post not to exceed 2000mm….etc
5.6
2763
-
... More
Supplying fitting and placing HYSD bar reinforcement in superstructure
2.16
65217
-
... More
Providing weep hole in Brick/Reinforced concrete
24
134
-
... More
Backfilling behind abutment,wing wall and retain wall complete as per drawing and technical specification ii) Sandy material
7.2
1822
-
... More
Utility shifting
1
45733
-
... More
Routine Maintenance of (1Construction of Road from 2 No Kuhiarbari to Gopalpur Road
Routine Maintenance for 1st Year
5.02
40868
-
... More
Routine Maintenance for 2nd Year
5.02
46613
-
... More
Routine Maintenance for 3rd Year
5.02
163202
-
... More
Routine Maintenance for 4rth Year
5.02
202587
-
... More
Routine Maintenance of (2) Baligaon Chariali to Nepalibari via Ayush Hospital Road Routine Maintenance for 1st Year
1.5
40868
-
... More
Routine Maintenance for 2nd Year
1.5
46613
-
... More
Routine Maintenance for 3rd Year
1.5
163202
-
... More
Routine Maintenance for 4rth Year
1.5
202430
-
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