Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date23 Aug 2019
Closing Date21 Sep 2019
Tender Amount₹ 1,41,86,037
Costs
EMD
₹ 1,41,860Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEPWD_5280_1Bid Award Id
ViewTender No
08/NIT/SE-III/R/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
ii) 3 m to 6m depth.
225.271
-
340.9
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. II. PCC Grade M-15 (Levelling Course)
13.175
-
7480.46
R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification. Pile Cap in RCC M-35
159.732
-
9219.56
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. II. 1200 mm Dia
180
-
13598.31
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 and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
33.136
-
53596.84
Substructure
-
-
-
R.C.C. grade M-25 in Substructure complete as per Dwg & Tech Specification
-
-
-
i) Upto 5m height (Using Concrete Mixer)
123.92
-
9523.64
ii) From 5m upto 10m height (Using Concrete Mixer)
19.939
-
9769.94
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
14.202
-
53748.64
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, completre 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 asper drawing and approved technical specifications.
608
-
233.5
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
34
-
257.6
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. I) Sandy Material
322.65
-
1030.94
Providing and 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 and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
102.959
-
4358.06
Superstructures
-
-
-
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
II. RCC M-25 (Height 5m to 10m)
160.746
-
11063.6
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
28.867
-
54897.44
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
14.603
-
12950.11
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified
66
-
4748
Drainage Spouts complete as per drawing and technical specifications Clause 1209
10
-
7146.7
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
7.538
-
7480.96
Reinforced Cement Concrete M-25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
15.75
-
11637.29
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
16.8
-
10619
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