Public Works Department Tender
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Costs
EMD
₹ 1,22,926Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEPWD_16013_1Bid Award Id
ViewTender No
06/SE-V/PWD(RandB)/AMB/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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20 mm thick Open-Graded Premix Carpet using Bituminous ( viscocity grade/ modified bitumen) Binder
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscocity grade bitumen or emulsion 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 three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. Case - II: By Mechanical Means Bitumen of VG-30
19885
-
226.53
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Seal coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD technical specification Clause 510. Case IV: Type D (premix with fine sand) I Bitumen (60/70 Grade) VG-30
19885
-
41.58
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Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated
material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307
9000
-
71.8
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Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
12867.5
-
15.5
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Excavation for structures
A. Without dewatering Earthwork in excavation for structures as per drawing and MoRD technical spcificetions Clause 305.1 including setting out, construction for shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I Ordinary Soil I Upto 3 m depth
297.16
-
287
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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I. Sand filling
14.54
-
717.34
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Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centring, shuttering, staging etc. but excluding reinforcement )
I. PCC grade M-10 i) Nominal mix 1:3:6 (Hand mixing)
12.11
-
6168.67
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Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centring, shuttering, staging etc. but excluding reinforcement )
IV. R.C.C grade M-20
33.75
-
8748.62
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Supplying, fitting & placing TMT bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202
3.04
-
53325.23
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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement )
v. R.C.C grade M-20 i. Upto 5 m height
75.38
-
9207.03
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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MORD Technical Specification Clauses 1002, 1005, 1010 & 1202.
5.65
-
53477.03
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Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.
6.85
-
3340.17
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Providing weepholes in brick masonry / stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 kg/cm^2 pressure) extending through the full width of the structures with slopw of 1(V): 20(H) towards drwaing face complete a sper drawing and MoRD technical specification clauses 614, 709, 1204.3.7.
26.75
-
257.84
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Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5
298
-
273.86
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Supplying bamboo (1st class) 85 mm to 100 mm dia and making shoe with end
tappered upto 300 mm from the bottom of the bamboo as per drawing and specification
80
-
29.3
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Handling and driving bamboo (1st class) 85 mm to 100 mm dia upto the length required by heavy hammer as per drawing and specification.
40
-
43.9
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Providing and fitting, fixing bamboo (1st class) 85 mm to 100 mm dia for horizontal, diagonal bracing, strut etc. with nails / spikes and binding wire (GI 2.0 mm) as per drawing and specification.
60
-
39.1
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Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.
1800
-
22.2
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Traffic Signs
A. Retro-reflectorised Traffic Signs (1)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made
of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed
over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly
designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Technical Specification Clause 801.
ii) with 600 mm equilateral triangle aluminium sheeting
18
-
2286.7
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Traffic Signs
A. Retro-reflectorised Traffic Signs (1)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made
of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed
over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly
designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Technical Specification Clause 801.
iii) with 600 mm circular aluminium sheeting
2
-
2398.3
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Road side Pucca Drains
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades,
levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
(including centering, shuttering, etc. but excluding reinforcement) (B) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm)
I. In Ordinary Soil
735
-
2286.7
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Construction of Embankment with Material Obtained from Roadway Cutting
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5
A) For Spreading beyond 100 m
5574
-
58.8
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