Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Sep 2024
Closing Date30 Sep 2024
Tender Amount₹ 22,05,526
Costs
EMD
₹ 48,473Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Fdr Or Restoration Of Road From Latamura To Purbamura (link No 061) (l-0.690 Km) Under The Jurisdiction Of Melaghar Pwd (rb) Sub - Division During The Fy 2024-25
Description
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Contact
Tender Id
2024_CEPWD_53181_1Bid Award Id
ViewTender No
112/EE/SNM/PWD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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BOQ Items
Tack coat using hot straight run bitumen of grade VG-30 on W.B.M. Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm.
464.29
25809
55.59
Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface. Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/ Sqm.
2187.9
90272
41.26
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 Manual Means. (I) Bitumen of VG-30
2652.19
952348
359.08
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. A. By Manual Means. Case - IV : Type D (premix with fine sand). (I) Bitumen of VG-30
2652.19
207348
78.18
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.
601.5
11488
19.1
Excavation for Structures. A) Without Dewatering Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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. (i) Upto 3 m depth
22.95
10515
458.2
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.I. Sand Filling.
2.7
3549
1314.69
Providing concrete for plain concret (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). I. P.C.C grade M 10 (using jhama brick aggregate) i)Nominal Mix 1:3:6
2.7
25484
9438.84
Supplying fitting, and placing Thermo Mechanically treated bar/cold twisted deformed steel bar in sub structure complete as per drawings & MoRD technical specification clauses 1002,1005,1010, and 1202.
4.5
413412
91869.49
Plain/reinforced cement concrete in substructure complete 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). VI) R.C.C Grade M-25 i) upto 5 m height
9.9
130740
13206.1
Road Side Pucca Drains: Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement). B, Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm).
I. In Ordinary Soil
45
158544
3523.21
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