Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date17 Jan 2019
Closing Date6 Feb 2019
Tender Amount₹ 48,40,889
Costs
EMD
₹ 48,409Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Replacement Of Existing Spt /bailey Bridge By Rcc Bridge Over Manu River On The Road From Satchand To Bankul Road At Ch 6.50 Km For Implementation Under Nabard(ridf-xviii)
Description
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Contact
Tender Id
2019_CEPWD_2704_1Bid Award Id
ViewTender No
18/NIT/SE-III/R/2018-19Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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 centering, shuttering, staging etc. but excluding reinforcement).V. R.C.C. grade M 25
13.04
-
9402.59
Supplying, fitting & placing Thermo Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
1.3
-
53324.74
Plain/ reinforcement cement concrete in substructure complete including formwork as per drawing & MoRD technical specifications Clauses 802,804, 805,806,807, 900,1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement).
VI.RCC grade M 25
i) upto 5 m height
16.2
-
9884.29
Supplying fitting & placing Thermo Mechanically Treated bar/Cold Twisted deformed bar reinforcement in Substructure complete as per drawings & MoRD technical specifica-tion Clauses 1000,1005,1010 and 1202
1.78
-
53476.54
Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement)II. R.C.C M 25
1. For height up to 5 m
10.65
-
10653.39
Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.
1.06
-
54626.79
Providing and laying cement concrete wearing
course M 30 grade including reinforcement complete as per drawings & MoRD technical specifications Clauses 800 & 1206.3 (including centering, shuttering, staging etc. and reinforcement.
2.05
-
13104.48
Construction of R.C.C railing of M 25 grade in cast-insitu with 20 mm nominal size aggregate, true to line & grade, tolerance of vertical railing post not to
exceed 1 in 500, centre-to-centre spacing between
vertical posts not to exceed 2000 mm including
reinforcement as per drawing and MoRD technical
specifications Clauses 800, 900 and 1208.3 (including centering, shuttering, staging etc. and
reinforcement).
7.6
-
2819.82
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/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.
52
-
258.05
Providing & laying filter media with granular crushed 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.
11.16
-
4402.77
Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203.
II. Brick masonry in 1:4 cement mortar
43.17
-
5591.14
Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204
II. In 1:4 Cement mortar
45.02
-
5868.26
Plain cement concrete (using jhama brick aggregate) in substructure complete including formwork as per drawing & MoRD technical specifications Clauses 802,804, 805, 806, 807, 900,1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement). llI. PCC grade M20 (1: 2 : 4 )
0.96
-
7184.55
Providing and fixing in position Drainage spouts complete as per drawing & MoRD technical specifications Clause 1209.
2
-
1623.6
(ii) Compacting Original Ground Supporting Subgrade. Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layer to meet requrement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification clause 303.5.2.
237.45
-
24.2
Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick Aggregate (A)By Mix in Place Method . Construction of granular sub-base by providing wellgraded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1 , spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC,applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical SpecificationClause 401 (i) For Grading I Material.(Jhama Brick aggregate)
79.15
-
3080.78
1) WBM Grading 2 :
Providing, laying, spreading and compacting 63 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRD Technical Specification Clause 405. (A) By manual means
59.36
-
4902.45
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 2) WBM Grading 3 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405. (A) By Manual Means
59.36
-
4897.67
Prime Coat
(i) Low porosity
Providing and applying prime coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Caluses 502.
791.5
-
40.76
Tack Coat: (iii) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.
791.5
-
13.19
25 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder.Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration 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
(II) Bitumen of VG-30
791.5
-
293.59
Seal Coat
Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using type A or B type C or D as per MoRD technical specification clauses 510. 1) By Manual Means.
Case-iv : Type D ( Premix with fine sand )
ii) Bitumen of VG-30
791.5
-
41.65
Construction of Toe Walls for protection of slopes as per Drawing and MoRD technical specification Clauses 1302.5 (including centering, shuttering, staging etc. but excluding reinforcement). I)Cement Concrete Grade M10 in case of Concrete block pitching. i) Nominal Mix 1:3:6
162
-
7376.81
Construction of embankment with Materials Obtained from Borrow Pits. Construction of Embankment with approved material obtained from borrows pits with a lift up to 1.50m,transperting to site,spreading,grading to required slope and compathing to meet requirement of Table 300.1 and 300.2 with a lead up to 1000m as per MoRD Technical specification clause 301.5.
5939.4
-
185.7
Turfing with Sods.
Furnising and laying of the live sods of perennial turt forming grass on embankment slope, verges or other locations shown on the drawing or as dirwcted by the Engineer including preparation of ground, fetching of sods and watering as per MoRD Technical Specification clause 309.
1717.2
-
30.8
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