Public Works Roads Department Tender
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Costs
EMD
₹ 3,70,600Document Cost
₹ 5,559Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWD_14826_1Bid Award Id
ViewTender No
GRC/NIT/510./2018-19/3677Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
Sand Filling in Foundation Trenches as per drawing & Technical Specification.
1962.5
-
1448
Construction of embankment with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 (Including compensation of earth)(Including cost of testing of materials at site and laboratory as directed by the deptt.) A) From private Land
8209.675
-
238
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) ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land
742.5
-
290
Granular Sub-base with Close Graded Material (Table:- 400-1)(Plant Mix Method(Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.)
412.5
-
3443.59
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density(with an initial lead of 5.00 Km) 1)Grading II (c) Using Screeing Type-B (11.2 mm Agg.)
103.125
-
4628.08
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density(with an initial lead of 5.00 Km) 1)Grading III (b) Using Screeing Type-B (11.2 mm Agg.)
103.125
-
4755.62
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.) B. Primer @ 1.00 kg per Sqm (ii) With bitumen emulsion-CSS-1h
1375
-
48
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.) (III) With bitumen emulsion-CRS-1
2750
-
11
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, 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.)
82.5
-
9820.3
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 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.)
55
-
10562.74
Cross Drainage Works (Construction of 2.0x2.0 m single cell Box cell Culvert.
-
-
-
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 as MoSRT&H 304. i) in Ordinary soil (b) Without dewatering (i) upto 3 m
541.85
-
120
Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works.
13.5
-
2288
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.)
13.5
-
5644
Supplying, fitting and placing TMT IS:1786(Fe 500) bar reinforcement in substructure complete as per drawing and technical specifications. TMT-IS-1786 (Fe-500 D ) Seconary Producer (IS Approved) Ref. DRG No. SD/108 (Sheet 2 0f 6)
8.645
-
72981
RCC Grade M30: Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork . (a) Height upto 3.00m With Batching Plant, Transit Mixer and Concrete Pump Ref. DRG No. SD/108 (Sheet 2 0f 6)
135
-
10196
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
60
-
199
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
285
-
1420
Construction of stone Masonry Guard Wall
-
-
-
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 the excavated earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil, Manual Means(Depth upto 3m)(without dewatering)
690
-
251
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.)
690
-
86
Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works.
82.8
-
2288
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.)
62.1
-
5644
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry
546.25
-
4196
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
1150
-
142
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications.
138
-
199
Traffic Signs, Markings and Road Appurtenances & Miscellaneous Item
-
-
-
Road Marker (Edge Line) : 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.
50
-
876
Road Marker (Centre Line) : 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.
12.73
-
876
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 surfac using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
102
-
249
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).
40
-
3199
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandator & 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) 90cm equilateral traingle
2
-
4052
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) (ii) Ordinary Kilometer stone (Precast)
1
-
2592
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 150mmX75mmX5mm, 330mm long complete as per clause 810.)
230
-
3691
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.
20
-
831
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