Public Works Roads Department Tender
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Costs
EMD
₹ 9,60,432Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Mlcsna/ridf-xxv(balance Work)/barpeta/03
Description
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Contact
Tender Id
2022_PWD_27349_1Bid Award Id
ViewTender No
BBCTRD/TB/NIT/06/2022-23/2069Tender 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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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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density (with all lead and lift upto site) by manual means (ii) Grading II (c) using screening type-B (11.2mm)
70.31
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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, stone screening/binding materials to
fill-up the interstices of coarse aggregate, watering and compacting to the required density (with all lead and lift upto site) by manual means (iii) Grading III (c) using screening type-B (11.2mm agg)
70.31
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.0 kg/sqm using mechanical means (including cost of testing of materials at site and laboratory as directed by the deptt.)
937.5
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Providing and applying tack coat with Bitumen emulsion using emulsion 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 (b) dry and hungry bituminous surface
937.5
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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) For Grading II (10mm nominal size)
23.44
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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
79.9
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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 surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
80
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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 detachable battery, m6LEDs-three 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-
4
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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 1:2:4 with broken stone aggregate up to 20mm 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 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT
main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
80
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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 lifts and lead of 1000 m (iv) Wood Work Wrought framed and Fixed in Frames of Trusses upto a height of 5 m above Plinth Level
62.81
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Earthwork in excavation of structures as per drawing and technical specification clause 305.1 including setting out, construction of shorting and bracing,removal of stumps and other deleterious matrial disposal up to a lead of 50m , dressing of sides and bottom and backfilling in trenches with excavated suitable material.1)Ordinary soil,i)up to 3m depth
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Well foundation Providing and constructing temporary Island 16 m Diameter for construction of well foundation for 8m dia. Well.B. Assuming depth of water 4.0m and height of island 4.5 m.
2
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Providing and construction one span service road 10m wide to reach island location from one pier location to another pier location
67
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Providing and laying of cutting edge of mild steel welding 40 KG per meter for Well foundation complete as per drawing as per clause 1200 &1900 of MORTH specifications .
2
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Providing, laying Plain /Reinforced cement concrete in well foundation complete as per drawing & as per clause 1200, 1500 & 1700 of MORTH specification. Using concrete mixer (A) in Well Curb (II) RCC M-25 Grade
60.79
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Providing, laying Plain /Reinforced cement concrete in well foundation complete as per drawing & as per clause 1200, 1500 & 1700 of MORTH specification. Case I: Using concrete mixer (B) Well steining (III) RCC M-25 grade.
1179.65
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Providing, laying Plain /Reinforced cement concrete in well foundation complete as per drawing & Technical Specification including steel shuttering formwork. (N)Without Plasticizer (C) Bottom Plug(III) PCC M-25 grade. Using Concrete mixer
252.7
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Providing, laying Plain /Reinforced cement concrete in well foundation complete as per drawing & Technical Specification including steel shuttering formwork. (N)Without Plasticizer (E) Top Plug(III) PCC M-25 grade. I. using concrete mixer
32.52
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Providing, laying Plain /Reinforced cement concrete in well foundation complete as per drawing & Technical Specification including steel shuttering formwork. (N)Without Plasticizer (F) Well Cap(III) PCC M-25 grade. I. using concrete mixer
213.75
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Sinking of 6 m external diameter Well through all types of soil ( other than pneumatic method of sinking ) complete as per drawing & technical specification A. Sandy soil ,(I) Depth below bed level up to 3.0 m Clause 503.
6
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Sinking of 6m external diameter Well through all types of soil ( other than pneumatic method of sinking ) complete as per drawing & technical specification A. Sandy soil ,(II) Beyond 3.0m up to 10.0 m
14
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Sinking of 6 m external diameter Well through all types of soil ( other than pneumatic method of sinking ) complete as per drawing & technical specification A. Sandy soil ,(III) Additional depth beyond 10 m up to 20 m
20
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Sinking of 6 m external diameter Well through all types of soil ( other than pneumatic method of sinking ) complete as per drawing & technical specification A. Sandy soil ,(III) Additional depth beyond 20 m up to 30 m
2
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Sinking of 7 m external diameter Well through all types of soil ( other than pneumatic method of sinking ) complete as per drawing & technical specification D. Sandy soil ,II) Beyond 3.0 m up to 10.0 m
14
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Sinking of 7 m external diameter Well through all types of soil ( other than pneumatic method of sinking ) complete as per drawing & technical specification D. Sandy soil ,II) Additional depth beyond 10 m up to 20 m. the bridge etc. complete.
19
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Sand Filling in Wells Complete as per drawing and technical Specifications
1105.16
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Supplying, fitting and placing TMT bar reinforced in foundation complete as per drawing and technical specification Secondary producer (ISI approved)
53.68
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Plain/Reinforced cement concrete in Substructure complete as per drawing and technical specification and steel shuttering formwork (N) Without Plasticizer case I : Using Concrete mixer F) RCC Grade M25 (a) Ht. upto 5.00 to 10.00m
251.95
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Supplying, Fitting and Placing TMT bar reinforcement in Sub-Structure complete as per drawing and technical specifications b) TMT - IS 1786(Fe-500D) Secondary Producer (ISI approved)
17.6
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Supplying fitting and fixing in position true to line and level elastomeric bearing confroming to IRC :83 (part-2)section lX and clause 2005 of MORTH specification complete including all accessories as per drawing and technical specification
241920
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Providing and laying Reinforced cement concrete in superstrucure as per drawing and Technical Specification Clauses 800, 1205.4 and 1205.5 (a) with crushed Stone. ii) RCC Grade M25 case l: Using Concrete Mixer ii) For T-beam & Slab (i) Height 5m to 10m
286.5
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Supplying fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specification Clause 1002, 1010 & 1202 (b) Secondary producer
45.89
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Providing and laying cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and technical specification
37.67
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Construction of precast RCC railing of M30 Grade a,ggregate size not exceeding 12 mm ,true to line and grade , tolerance of vertical RCC post not to exceed 1 in 500,center to center to specing between vertical post not to exceed 2000mm, leveling adequate space between vertical posts for expansion ,complete as per approved drawing and technical specification
149.92
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Drainage spouts complete as per drawing and technical specification Clause 2705 of MORTH Specification of roads and bridge work for superstructure work
30
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Approach Slab Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
20.28
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
30
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Painting on concrete surface (Providing and applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 litre for 2 sq.m) B) For RCC Railing
149.92
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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications A) Stone/Boulder
239.79
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications
119.9
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each
282.24
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the
department.
75
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Cost of preparation of Design, drawing, SSI report etc
67.12
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