Public Works Department Tender
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Costs
EMD
₹ 2,77,938Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEPWD_3089_1Bid Award Id
ViewTender No
18 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
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 M 35 Grade.Case - I : Using concrete mixer. Case - I : Using concrete mixer
212.85
-
9342.97
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.
53.81
-
53350.41
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.
315
-
11786.02
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.
316.7
-
9949.96
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.
40.4
-
53502.21
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.
24
-
257.6
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
195.44
-
1083.93
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.
36.61
-
4814.19
Pile load test on single vertical pile in accordance with IS-2911(Part-IV)
-
-
-
a. Initial and routine load test
1032
-
700
b. Lateral load test
27
-
11300
Construction of Superstructures
-
-
-
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 grade M35 . Case -I: Using Concrete mixture. i) For solid slab superstructure
511.17
-
10817.06
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).
97.57
-
54651.01
Providing and placing in position drainage Spouts complete as per drawing ( SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705.
20
-
7146.7
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
-
52.1
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
-
1857.04
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
-
12987.76
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
-
7549.06
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
-
11711.06
Strip seal expension joint. 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
-
10619
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
-
8674.26
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