Public Works Roads Department Tender
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Costs
EMD
₹ 2,57,500Document Cost
₹ 3,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_36326_1Bid Award Id
ViewTender No
NIT/ACE/EZ/OIL/207/2024/03Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications of MORTH section no 1100
a) Initial load test
140
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-
Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications 0f MORTH section no 1100,1500&1700
A. RCC grade M - 20 Case I : Using concrete mixer
113.52
-
-
Levelling course for Pile cap:
Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications 0f MORTH section
8.1
-
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specifications Clauses 1600 with TATA make TMT rebar.
23.7
-
-
Substructure
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications clauses 1500, 1700 & 2200
C) RCC Grade M 20 I) Height up to 5.0 m Case-I : Using Concrete Mixer
54.16
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-
Supplying, fitting and placing TMT bar reinforcement(Fe 415) in substructure complete as per drawing and Technical Specifications Clauses 1002,1005,1010 and 1202
8.04
-
-
Supplying, fitting and fixing in position true to line and level elastomer bearing conforming to IRC : (83 pt.II) section ix and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical specifications as per MORTH section 2000, 2200
50727.6
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-
Superstructure
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specificationclause 800,1205 and 1205.5 A) With Crushed Stone
II. RCC grade M - 25 Case I : Using concrete mixer
For T beam and slab,
1) Height up to 5.0 m
41.3
-
-
Supplying , fitting and placing HYSD bar reinforcemet complete as per drawing and technical specification Clauses 1002, 1010 and 1202
7.62
-
-
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical specification Clauses 800 and 1206.3. VELWith natural gRA
7.4
-
-
Construction of RCC railing of M25 grade n Cast in Situ ,wth 20mm nomnal sze aggregates true to line and grade tolerrance of vertcal railing post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm as per drawing and techincal specification Clauses 800,900 and 1208.3
42.3
-
-
Drainage Spouts complete as per approved drawing and technical specifications clause1209
12
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-
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movementupto 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).
15
-
-
Protection Works:
Boulder apron laid in wire crates:
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.as per Clause No. 2503 of MORTH Specification of Roads and Bridge Works.
156.53
-
-
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 of Clause 2504 of MORTH Specification of Roads and Bridge Works. A) Stone / Boulder
140.99
-
-
Providing and laying filter materials underneath pitching in slopes complete as per drawing and Technical Specifications as per Clause No. 2504 of MORTH Specification of Roads and Bridge Works.
56.4
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-
APPROACH
Construction of embankment with materials obtained from borropw pits. Construction of embankment with materials obtained from borropw pits with initial lead up to 3.00 km, transporting to site spreading ,grading to required slope and compacting to meet requirement of table 300 -2 ( Including land compensation of earth ) as per clause 305 of MORTH Specification of Roads and Bridge Works. I) From private land
2484.6
-
-
Construction of sub grade and Earthen shoulders Construction of sub grade and Earthen shoulders with approved materials obtained from borrow pits, with initial lead up to 3.00 Km. transporting to site spreading ,grading to required slope and compacting to meet requirement of table 300 -2 ( Including land compensation of earth ) as per clause 305 of MORTH Specification of Roads and Bridge Works. I) From private land
142.8
-
-
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401. Vide Annexure - 1.
For grading II material
66
-
-
Water Bound Macadam (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 fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) . Grading - II.
33
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-
Water Bound Macadam (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 fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) . Grading - III.
33
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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 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) . Vide item no 5.1 B of SOR of APWD Roads for the year 2018-19.
(i) With bitumen emulsion-CSS-1h
440
-
-
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.). Vide item no 5.2 of SOR of APWD Roads for the year 2018-19. (b) dry & hungry bituminous surface
440
-
-
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.). Vide Annexure - 4.
22
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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 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.). Vide Annexure - 5.
17.6
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-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
145
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-
Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm 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.
40
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-
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