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
Eprocure
Opening Date30 Oct 2019
Closing Date19 Nov 2019
Tender Amount₹ 27,79,424
Costs
EMD
₹ 27,794Document Cost
₹ 1,000Tender 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_6260_1Bid Award Id
ViewTender No
07/e-Tender/EE/SBM/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
20MM thick open graded premix carpet using Bitumenous ( Viscusity grade / Modified bitumen ) binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscocity 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 (S-90)
2250
-
243.58
Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.
Case Iv Type D ( Premix with fine sand)
ii) Bitumen (S-90)
2250
-
41.65
Excavation of structures B. With out dewatering
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing,removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material
i) Ordinary soil
Upto 3.00m depth
128.85
-
310.4
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
Sand filling.
9.14
-
717.34
Providing concrete for plain concrete (using jhama brick aggregate) 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)
P.C.C grade M10 (using jhama brick agreegate
i) Nominal mix 1:3:6
8.5
-
6130.23
Providing concrete for plain concrete (using jhama brick aggregate) 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)
P.C.C grade M20 (using jhama brick agreegate
i) Nominal mix 1:2:4
5.43
-
6806.76
Plain/reinforced cement concrete in substructurecomplete including formwork as per drawings &MoRD technical specification Clauses 802, 804, 805,806, 807, 900, 1202 & 1204. (including centering,shuttering, staging etc. but excluding reinforcement)
R.C.C. grade M 25
i) Upto 5m height
35.206
-
9884.29
Supplying, fitting & placing Thermo-Mechanicallytreated bar/ Cold twisted deformed steel barreinforcement in substructure complete as perdrawings & MoRD technical specification Clauses1002, 1005, 1010 and 1202.
3.521
-
53476.54
Plain/reinforced cement concrete in superstructure as per drawings &MoRD technical specification Clauses 800, 900, 1205 &1205.5. (including centering,shuttering, staging etc. but excluding reinforcement)
R.C.C. grade M 25
i) Upto 5m height
11.55
-
10653.38
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawings & MoRD technical specification Clauses 1002, 1010 and 1202.
1.15
-
54625.34
Providing and laying of apron with cement concrete block of size as per table 1300.1 cast in situ and made with nominal mix of M - 15 grade cement concrete (using jhama brick aggt.) as per drawing and MoRD technical specification clause 1301. ( rate includes preparation of bed , nominal strface re - inforcement and filling of granular materials in recesses between blocks. ) i) Nominal Mix 1:3:6
112.388
-
6431.43
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).
1.95
-
13839.92
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 of1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses
614, 709, 1204.3.7.
80
-
258.04
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).
a) Material
i) M 25 grade R.C.C.
8
-
2851.17
Providing & laying filter media with jhama brick
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, returnwall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.
6.48
-
3340.17
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11.
450
-
32.3
Construction of Embankment with Material Obtainedfrom Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m,transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5
450
-
185.7
Surface Drains in Soil
Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307
(A) Manual Means
1200
-
71.8
Maintenance of Earhen shoulder (stripping of
excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.
1320
-
15.5
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements