Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jan 2024
Closing Date8 Feb 2024
Tender Amount₹ 24,27,043
Costs
EMD
₹ 48,541Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Maintenance Of Road From Baideyamura Durga Chowmuhani To Mullar Bandh Bridge Via Baideyamura S.b School , L- 0.735 Km (portion From Ch- 0.380 Km To Ch-0.735 Km , L - 0.355 Km ) Within Nalchar Rd Block , Sepahijala , Tripura During The Year 2023-
Description
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Contact
Tender Id
2024_CEPWD_46249_1Bid Award Id
ViewTender No
76/EE/SNM/PWD/2023-24.Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
Prime Coat (i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm
using mechanical means as per MoRD Technical
Specification Clause 502.
1091.63
80606
73.84
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.
1091.63
60684
55.59
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
1091.63
391983
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
1091.63
85344
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.
262.5
5014
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
28.8
13196
458.2
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.I. Sand Filling.
2.4
3155
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).
2.4
22653
9438.84
Supplying fitting, and placing Thermo Mechanically treated bar/cold twisted deformed steel bar in sub structure complete as per drawings & MoRD technical specificationnclauses 1002,1005,1010, and 1202.
1.53
140560
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
15.3
202053
13206.1
Construction of Embankment with Material Obtained from 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.
70.92
17404
245.4
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