Public Works Roads Department Tender
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Costs
EMD
₹ 17,50,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PWD_19566_8Bid Award Id
ViewTender No
CE/BR/20/2020/49Tender 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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Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
16125
-
12.43
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) ' (a) from private land
41160
-
268.94
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
' (a) from private land
4178.6
-
327.7
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Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)
4252.5
-
214.7
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Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
1358.16
-
97.18
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Inverted Choke (Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc)
905.44
-
1655.45
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Construction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (i) For Grading II material
2674.76
-
3774.77
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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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )
3662.5
-
4825.67
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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. with bitumen emalsion-CSS- 1h
39150
-
54.24
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Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) (c) (b) dry & hungry bituminous surface
59647.5
-
14.69
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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 aggregates of specified grading, premixedwith 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. (As per analysys-3) ( Including cost of testing of materials at site and laboratoryas directed by the deptt.) ( Including extra lead beyond 5.00 km for carriage of materials from quarry toplant site and exrtra lead beyond 10.00Km from Plant site to Laying site.) (a)'with VG-30 grade bitumen
(ii) for Grading-II )19mm nominal size)
1485
-
10894.33
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder@ 5.4 to 5.6 % 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 andalignment, rollingwith smooth wheeled,vibratoryand tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (as per analysys-3 ( Including cost of testing of materials at site and laboratory as directed by the deptt. )( Including extra lead beyond 5.00 km for carriage of materials from quarry to plant site and exrtra lead beyond 10.00Km from Plant site to Laying site.) (a)'with 60/70 or VG-30 grade bitumen
(ii) for grading-II )13mm nominal size)
900.9
-
12320.39
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Providing and laying interlocking concrete block pavement including carriage having thickness (Excluding Edge restrain) (a) 80mm as per IS 15658 2006
(Compressive strength 40N/mm sq.
325
-
910.22
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(C) Providing and laying Edge block/Edge restraints 300mmx300mmx150mm of (c.c) M 40 Grade including carriage as per Technical specification clause 1504.
For CC block restrain wall
25
-
10751.05
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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
(i) 60cm equilateral traingle
50
-
4578.76
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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
(ii) 60cm circular
40
-
6098.61
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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
(iii) 80cmm x 60 cm rectangular
15
-
8455.79
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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
(iv) 90 cm Octagon Sign
10
-
10751.95
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Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
(i) 1200mm x 800 cm rectangular
3.84
-
14964.59
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Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
(ii) 1500mm x 900 cm rectangular
2.7
-
15526.2
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Providing Reflective Pavement Marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & 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.
1150
-
281.37
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Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud
310
-
3614.87
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Providing Hump Type Speed Breaker Complete as per Drawing and Technical Specification.
44
-
11005.95
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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
800
-
989.88
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade including cost of paint etc. complete and as per relevant clauses of Section-800 & IRC-67 as directed by the Engineer
II) English and Roman
410
-
1.13
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
i) 5th kilometre stone (precast)
1
-
4713.19
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
i) 5th kilometre stone (precast)
ii) Ordinary Kilometer stone (Precast)
6
-
2928.96
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RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 15cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete.
(ii) 30cm dia with 6-12mm Tor Bar
1000
-
1211.36
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Dismantling of Structures (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 lift and lead of 1000 metres)
(ii) By Mechanical Means for items No. 202( b) & ( c) (ii) Dismantling Brick / Tile work
(B) In cement mortar
177.99
-
378.55
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Dismantling of Structures (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 lift and lead of 1000 metres)
(II) By Mechanical Means for items No. 202( b) & ( c) (A) Cement Concrete Grade M-15 & M-20
50.09
-
586.47
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Planting of Trees and their Maintenance for one 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 one year.
354
-
939.03
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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
(B) For RCC Railing
35
-
205.66
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Excavation for structures :- E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50 m dressing of sides and bottom, back filling in trenches with excavated suitable materials.
(i) In ordinary soil (i) Up to 3 M Depth( Without dewatering)
879.76
-
135.6
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P.C.C work in proportion 1:3:6 in foundation , abutment, piers, wing wall, etc. with hard broken stone Agg. Of size 13mm to 38mm including curing with necessary timber shuttering ,scaffolding etc. where necessary, complete as directed.
Face wall, Bed,
171.95
-
5907.64
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M20
204.89
-
7789.09
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Plain/Reinforcedcement concrete, in sub structure complete as perdrawing and technical specification and steel shuttering formwork. PCC Grade M20
153.51
-
8237.7
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Labour for laying Reinforced cement concrete pipe NP4/NP3/Prestressed concrete pipe for culvert on 1st bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation ,protection work , backfilling ,concrete and masonry works in head walls and parapets.
(A) 1000mm Dia
125.5
-
667.83
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Labour for laying Reinforced cement concrete pipe NP4/NP3/Prestressed concrete pipe for culvert on 1st bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation ,protection work , backfilling ,concrete and masonry works in head walls and parapets.
(A) 1000mm Dia
62.5
-
528.84
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Supplying of Hume Pipe(NP-4) , 1000mm dia Pipe
187.5
-
9694.27
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Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, (I) PCC Grade M-10, Nominal Mix, 1)Raft, 2)Curtain Wall, 3) Wing Wall.
5.35
-
6377.72
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Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, (I) PCC Grade M-10, Nominal Mix
17.02
-
6924.64
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Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, (III) RCC Grade M20, Nominal Mix
15.91
-
8019.61
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Plain/reinforced concrete in sub structure complete as per drawing and Technical specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. (A) with crushed stone
I) PCC Grade M15, Nominal Mix
7.72
-
7459.13
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Plain/reinforced concrete in sub structure complete as per drawing and Technical specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. (A) with crushed stone
ii) RCC Grade M20, Nominal Mix
12.5
-
8482.91
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Providing and laying reinforced cement concrete in super structure as per drawing and Technical specifications Clauses 800, 1205.4 and 1205.5. (A) with crushed stone
I) RCC Grade M20, Nominal Mix, height upto 5.00 mtr.
8.76
-
9175.6
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202.
3.16
-
90481.36
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Providing weep holes in brick masonary, Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
8
-
224.87
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Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8
i) Granular material
5.67
-
1604.85
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Dry rubble flooring
Providing and laying of dry rubble flooring complete as per drawings and technical specifications clause 1304.
4.8
-
2585.44
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as pee drawing and technical specifications clauses 800, 900 and 1208.
5
-
2545.89
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