Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date18 Jun 2019
Closing Date16 Jul 2019
Tender Amount₹ 2,72,74,227
Costs
EMD
₹ 2,72,742Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEPWD_4567_1Bid Award Id
ViewTender No
24/CE/PWD(R and B)/ACE (P)/PC/2018-19Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Reinforced cement concrete in pile cap complete as per drawings & MoRT&H technical specifications Clauses 1100, 1500, 1700. ( including centering shuttering, staging etc. but excluding reinforcement ). RCC M35 Grade Case -I : Using concrete mixture
212.85
-
9074.24
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Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600
61.49
-
53308.41
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Bored Cast-in-Situ M-35 grade RCC pile excluding reinforcement complete as per Detailed Drawing & MoRT&H technical specifications Clauses 1100, 1700 and removal of excavated earth with all lifts and lead upto 1000 m . (b) 1000 mm dia.
336
-
11496.81
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Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing & MoRT&H technical specifications Clauses 1200 & 1900
14.79
-
73879.2
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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement ). RCC M35 Grade Case -I : Using concrete mixture
187.27
-
9694.54
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Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in sub structure complete as per drawings & MoRT&H technical specifications Clauses 1600 and 2200
32.29
-
53460.21
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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 uPVC 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 MoRT&H technical specification clauses 2706, 2200.
10
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257.6
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Backfilling behind abutment,wing wall & return wall complete as per drawings,clause 710.1.4 of IRC:78 & MoRT&H technical specification clause 2200.ii) Sandy materials.
129.15
-
1083.93
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Providing & laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behind abutment,wing wall & return wall to the full height compacted to a firm condition complete as per drawing & clause 710.1.4 of IRC:78 & MoRT&H technical specification clause 2200.
19.98
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4600.44
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Pile load test on single vertical pile in accordance with IS-2911(Part-IV)
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-
-
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a. Initial and routine load test
1072
-
700
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b. Lateral load test
26
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11300
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Construction of Superstructures
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-
-
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Plain / Reinforcement cement concrete in superstructure including all formwards required as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100 (including centering, shuttering, staging etc. but excluding reinforcement. RCC M35 Grade Case -I : Using concrete mixture. i) For solid slab superstructure
526.54
-
10561.64
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Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in superstructure complete as per drawings & MoRT&H technical specifications Clauses 1600( Fe 500)
94.22
-
54609.01
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Providing and placing in position drainage Spouts complete as per drawing ( SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705.
20
-
7146.7
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Providing and applying of 2 coats water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,efflorescence & applying paint @ 1 lit for 2 sqm as per drawing & MoRT&H technical specification clause 800.
880.35
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52.1
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Construction of precast RCC railing of M 30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings ( No. SD / 202 ), including all formworks required and MoRT&H Technical Specification Clause 2703, 1500, 1600, 1700. (including centering, shuttering, staging etc. and reinforcement )
111.6
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1834.72
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Providing & laying cement concrete wearing coat M-30 grade including all forworks & required reinforcement complete as per drawings & MoRT&H technical specification clause 2702.(including centering,shuttering,staging etc. but excluding reinforcement)
31.39
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12732.34
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PCC M-15 grade leveling course below approach slab complete including all formworks required as per drawings & MoRT&H technical specification clause 2700
12.11
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7304.14
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Reinforced cement concrete approach slab including reinforcement & formwork complete as per drawings & MoRT&H technical specification clause 2704,1500,1600,1700. A. RCC M -30 grade.
24.22
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11455.64
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Providing & laying of a strip seal expension joint catering to maximum horizontal movement upto 70mm,complete as per approaved drawings & standard specifications to be installed by the manufacturer / supplier or their authorised representive ensuring compliance to the manufacture's instructions for the installation as per drwaings & MoRT&H technical specification clause 2607.
15
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10619
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Providing & laying reinforced cement concrete in superstructure in footpath slab at all heights including all formswork required as per drawing & MoRT&H technical specifications clauses 1500,1700,2100. A) RCC Grade M20 Case-I Using concrete mixture
9.33
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8418.84
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