Public Works Department Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Public Works Department - PWD Tender
Civil Works Roads
Eprocure
Opening Date26 Dec 2019
Closing Date15 Jan 2020
Tender Amount₹ 1,33,77,998
Costs
EMD
₹ 1,33,780Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEPWD_7290_1Bid Award Id
ViewTender No
03/NIT/SE-III/R/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Providing and laying of PCC M-15 levelling course 100 mm thick below the pile cap. (including centering, shuttering staging etc. but excluding reinforcement).
Case-I : Using Concrete Mixer
13.175
-
7225.99
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
159.732
-
8957.39
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) 1200 mm dia.
204
-
13336.6
Pile load test on single vertical pile in accordance with IS-2911(Part-IV)
-
-
-
a. Initial and routine load test
475
-
700
b. Lateral load test
40
-
11300
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
37.208
-
52131.43
Sub structure
-
-
-
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
-
-
-
Upto 5m height (Using concrete mixer)
81.921
-
9264.35
From 5m Upto 10m height (Using concrete mixer)
20.717
-
9510.65
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
10.221
-
53574.13
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.
-
-
233.5
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.
-
-
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.
234.72
-
950.67
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.
87.766
-
4282.51
Superstructure
-
-
-
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 M25 Grade (Height 5m to 10m)
144.435
-
10804.93
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)
26.422
-
54772.93
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical Specification Clauses 800 and 1206.3
11.633
-
12677.84
Construction of RCC railing of M 30 Grade in-situ with 20 mm nominal size aggregate, 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)
56
-
1787.55
Providing and placing in position drainage Spouts complete as per drawing ( SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705.
8
-
7146.7
PCC M-15 ordinary grade (1:2.5:5) leveling course below approach slab complete including all formworks required as per drawings & MoRT&H technical specification clause 2700
7.186
-
7241.41
Reinforced cement concrete approach slab including reinforcement & formwork complete as per drawings & MoRT&H technical specification clause 2704,1500,1600,1700. A. RCC M -25 grade.
15.75
-
11365.16
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.
16.8
-
10619
Protection Work
-
-
-
Providing and laying pitching on slopes laid over prepared filter media in front of toe of embankment complete as per drawing and MoRT&H Technical specifications clause 2504. A. Stone / Boulder
33.287
-
4733.21
Providing and laying Filter material underneath pitching in slopes complete as per drawing and MoRT&H Technical specifications clause 2504.
16.644
-
4798.86
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements