Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil Works Roads
Eprocure
Opening Date22 Nov 2019
Closing Date28 Nov 2019
Tender Amount₹ 1,80,48,000
Costs
EMD
₹ 3,60,960Document Cost
₹ 5,414Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWD_14829_1Bid Award Id
ViewTender No
GRC/NIT/510./2018-19/3700Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
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
14100.1
-
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
2269.16
-
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.) (ii) for grading-II Material
585.749
-
2625.42
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.)
292.875
-
3679.84
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.)
292.875
-
3832.68
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS: 15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80 mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
3905
-
805.5
Providing and laying M-40 grade cement concrete Edge block/Edge restraintscomplete as per Technical Specification clause 1504.
31.95
-
9514.2
Cross Drainage Works (Construction of 3.0x3.0 m single cell RCC Box 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
299.966
-
120
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.)
38.957
-
5644
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser A.PCC Grade M15
22.8
-
6128
Curtain wall complete as per drawing and Technical specification B.Cement concrete Grade M15
42.7
-
6128
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser B.PCC Grade M15
99.8
-
6893
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser C. (I).RCC Grade M20, Case I Using concrete mixer
23.656
-
7097
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork) I. Without plasticiser B. .PCC Grade M20, Height upto 5m
33.75
-
7290
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork I. Without plasticiser A. .RCC Grade M20, Height upto 5m
22.769
-
8120
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.
44
-
199
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)
5.688
-
72981
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
742.14
-
1420
Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works
11.4
-
2288
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
85.6
-
1963
Drainage Spouts complete as per drawing and Technical specification
4
-
8866
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
8.862
-
14559
Asphaltic Plug joint(Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate 200mmX 6mm of wiedable structural steel conforming to IS:2062, asphaltic plug consist of polymer modified bitumen binder, carefully selected singl;e size aggregate of 12.5mm nominal size and heat resistant foam caulking/backer rod, all as per approved drawing and specifications.)
24
-
1276
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, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
21.68
-
2253
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
12.6
-
6001
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (b) TMT-IS 1786 (Fe-500D) Secondary Producer(ISI approved)
25.2
-
13172
Traffic Signs, Markings and Road Appurtenances & Miscellaneous Item
-
-
-
supplying fitting and fixing RCC guard post 150 cm long erected 75 cm above the ground and 75 cm below the ground with M-15 grade (nominal mix 1:2:$ with broken stone aggregate upto 20 mm 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 23 cm strips upto o.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. compklete as per design as directed. (a) 30 cm dia. RCC guard post with reinforcement of 6 nos. 12 mm dia. TMT main steel bars and 6mm TMT/MS stirrups at 15 cm c/c.
40
-
2207
Road Marker (Centre & 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.
177.725
-
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.
286
-
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).
25
-
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) (ii) 600mm equilateral traingle
4
-
3723.4
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) (iii) 600mm circular
2
-
4913.6
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