Public Works Roads Department Tender
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Costs
EMD
₹ 13,67,020Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_PWD_9216_1Bid Award Id
ViewTender No
CE/STBR/14/2017-18/Pt-II/32Tender 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 and lying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and technical specifications Cl.1100 & 1700 of MoRT&H
26.01
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Cement concrete for reinforced concrete in pile cap complete as per drawing and technical specifications Cl.1100, 1500 & 1700 of MoRT&H. N. without Plasticiser B. RCC Grade M25 ( Using Concrete Mixer)
377.28
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Supplying , fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and Technical Specifications clause 1600. (B) with TATA make TMT rebar
125.49
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Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications Cl.1500, 1700 & 2200 of MoRT&H N. without Plasticiser F. RCC Grade M25 (Using Concrete mixer) I) Height up to 5.0m
184.57
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Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications Cl.1500, 1700 & 2200 of MoRT&H N. without Plasticiser F. RCC Grade M25 (Using Concrete mixer) I) Height 5.0m to 10.0m
276.85
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Supplying , fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications. (ii) with TATA make TMT rebar
65.42
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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 1V : 20H towards drawing face. Complete as per drawing and Technical spefifications
100
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Back fill behind Abutment, Wing wall and Return wall complete as per drawing and Technical specifications A) Granular material
574.56
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Supplying, fitting, and fixing in position true to line and level cast steel rocker bearing conforming to IRC:83 (Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
424
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Supplying, fitting, and fixing in position true to line and level forged steel roller bearing conforming to IRC:83 (Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
424
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83(pt.II) section IX and clause 2005 of MoRT&H Specifications complete including all accessories as per drawing and Technical Specifications.
93600
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Furnishing and placing reinforcement/ prestressed cement concrete in superstructure as per drawing and technical specifications N. without Plasticiser B. RCC Grade M25 ( Using Concrete Mixer) (I) For Solid Slab Superstructure (a) Height above 10.0 m
99.63
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Furnishing and placing reinforcement/ prestressed cement concrete in superstructure as per drawing and technical specifications N. without Plasticiser B. RCC Grade M25 ( Using Concrete Mixer) (II) For T-Beam and Slab () Height 5.0 m to 10.00m
112
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Supplying , fitting and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specifications. (ii) with TATA make TMT bar of Grade Fe.500
33.58
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Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications clause 1205.6 Steel section
157
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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications
31.78
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Construction of pre-cast RCC railing of grade 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.
60.4
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Drainage spouts complete as per approved drawings and technical specifications.
26
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Providing and laying strip seal expansion joint catering to maximum horizontal movement up to 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 manufacturar's instructions for installation.
13.7
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Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surfaces of the deck concrete, welding of 8 mm dia., 100 mm long galvanized nails spaced 300 mm C/C along the center line of the plate, all as specified in Clause 2604 of MoRT&H
13.7
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Filler joint: Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
13.7
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Carrying out Sub Soil Investigation ( SSI), for all types of soil (except boring in rock) upto a depth of 30m or refusal ( N=100) for each foundation location as per IRC : 78-2000 and submission of SSI report to the Engineer in -Charge for approval. Preparation & submission of Design calculation & Drawings of foundations, Sub Structures, Super Structures as per relevant IRC codes and SSI report , 2 ( two) copies each of Design & Drawings of each Bridge to be submitted for approval and 8 (eight) copies after approval of competent authority.
1
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Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS:4826 & IS:280 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 drawing and technical specifications Cl.2503 of MoRT&H
223.54
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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 Cl.2504 of MoRT&H A. Stone/Boulder
151.56
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Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical Specification Cl.2505 of MoRT&H.
81.78
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Construction of Embankment with materials obtained from borow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300 - 2 (including cost of testing of materials at site and laboratory as directed by the deptt.) as per Cl. 305 of MoRT&H specification. (a) from private land
9467.2
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Construction of Subgrade and earthen shoulders with approved material obtained from borow pits with all lifts and 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.) as per Cl. 305 of MoRT&H specification. (a) from private land
245.98
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Construction of Granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepered surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRT&H specification. (with initial lead of 5 km) (ii) for grading -II material
495
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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 requisite type of screening/binding material to fillup the interstices of coarse aggregate, watering and compacting to the required density, (with an initial lead of 5 km) as per Cl. 404 of MoRT&H specification. A. By manual means (II) Grading -II material (b) using screening type-A
495
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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 requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density, (with an initial lead of 5 km) as per Cl. 404 of MoRT&H specification. A. By manual means (II) Grading -III material (b) using screening type-B
495
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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 1.00 kg/sqm using mechanical means.(Including cost of testing of materials at site and laboratory as directed by the deptt) as per Cl. 502 of MoRT&H specification. (i) With Bitumen emulsion -CSS-1h
6600
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Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor at the rate of 0.2 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) as per Cl. 503 of MoRT&H specification. (I) with Bitumen emulsion CSS-1h (b) Dry and Hungry Bituminous surface
6600
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.60 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, to the required level and grade. ( including carriage up to initial lead of 5.0 Km from quarry and carriage of mixed materials up to 10.00 Km initial lead from mixing plant)(Including cost of testing of materials at site and laboratory as directed by the department) as per Cl. 511 of MoRT&H specification. (A) without anti stripping agent i) Mechanical method using penetration grade bitumen(60/70 or VG-30 grade) and HMP of appropriate capacity not less than 75 tonne/hour
6600
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Providing and laying seal coat sealing the voids in a bituminoius surface laid to the specified levels, grade and cross fall using Type A and B seal coats, ( including carriage up to initial lead of 5.0 Km from quarry).(Including cost of testing of materials at site and laboratory as directed by the department) as per Cl. 513 of MoRT&H specification. (A) without anti stripping agent Case - I :Type A (Providing and laying seal coat comprising of a layer of bituminous binder ( paving bitumen 60/70 of VG-30 grade, followed by a cover of crushed stone chipping of specified grade)(Including carriage up to initial lead of 5.0 km from quarry)
6600
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Supplying, fitting and fixing RCC guard post size 15cm dia 150cm long, 75cm above ground and 75cm below ground, with 4-12m Tor steel main steel and 6mm MS stirrups at 30cm c/c/ tied in position with annealed black wire, cement concrete proportion 1:2:4 with broken stone aggregate up to 20mm size including cantering moulding the top, curing, painted black and white alternately in 23cm strips up to 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete
100
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