Maintenance Of Road From Baishnabpur To Bagmara Via East Sabroom L 10 . 57 Km During The Year 2019 20 Sh Construction Of 4 Four Nos . Cd 1M X 1M In Between Ch 8 . 50Km To Ch 10 . 00Km Toe Wall At Ch 6 . 55Km Pucca Drain And Unlined Surface Drain In Betwe
Tender Value
20.53 Lakhs
Estimated cost
Bid Submission
27 Jan 2020
0 days left
EMD
20534
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rupaichari → Tripura
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Maintenance Of Road From Baishnabpur To Bagmara Via East Sabroom L 10 . 57 Km During The Year 2019 20 Sh Construction Of 4 Four Nos . Cd 1M X 1M In Between Ch 8 . 50Km To Ch 10 . 00Km Toe Wall At Ch 6 . 55Km Pucca Drain And Unlined Surface Drain In Between Ch 8 . 50 Km To 10 . 57 Km Etc Gr Ii
BOQ
| Name of Work:Mtc. Of road from Baishnabpur to Bagmara via east sabroom (L=10.57 Km) during the year 2019-20/SH :- Construction of 4 (Four) Nos. CD (1m x 1m) in between Ch.8.50km to Ch.10.00km, Toe wall at Ch.6.55km Pucca Drain and unlined surface drain in between Ch. 8.50 Km to 10.57 Km etc. Gr-II | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Structures B..With dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specification Clause 305.1 including setting out, construction of shoring & braching, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil (I) Up to 3.00 m depth | 1001 | 153.12 | cum |
| 2 | 2 | Filling in foundation trenches as per drawing & MORD Technical Specification Clause 305,3.9,1200. I. Sand filling | 1002 | 16.24 | cum |
| 3 | 3 | Providing concrete for Plain concrete ( using Jhama brick aggregate) in open foundations complete including form work as per drawings & MORD Technical Specifications clauses 802,803,900,1202 and 1203(including centering and shuttering staging etc. but excluding reinforcement) I. P.C.C. grade M10(using Jhama Brick aggregate) (i) Nominal mix 1:3:6 | 1003 | 16.24 | cum |
| 4 | 4 | Providing concrete for plain concrete (using Jhama brick Aggregate ) in open foundations complete including formwork as per drawings and MORD Technical specifications clauses 802,803, 900,1202 and 1203 (including centering shuttering, staging, etc. but ex/cl reinforcement) I) PCC Grade M20(Using jhama brick aggregate) i) Nominal mix (1:2:4) | 1004 | 7.034 | cum |
| 5 | 5 | Brick masnry work in cement morter in substructure complete excepting pointing & plastering as per drawing & MoRD Technical specification clauses 602, 603,604, 1202 & 1204. II) In 1:4 cement morter. | 1005 | 100.8 | cum |
| 6 | 6 | Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.75 Kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204. | 1006 | 108.8 | sqm |
| 7 | 7 | Plain/ reinforcement cement concrete in substructure complete including formwork as per drawing & MoRD technical specifications Clauses 802,804, 805,806,807, 900,1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement). VI. RCC grade M 25 i) upto 5 m height | 1007 | 35.99 | Cum |
| 8 | 8 | Supplying fitting & placing Thermo Mechanically Treated bar/Cold Twisted deformed bar reinforcement in Substructure complete as per drawings & MoRD technical specifica-tion Clauses 1000 & 1202. | 1008 | 3.959 | t |
| 9 | 9 | 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, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. | 1009 | 13.44 | cum |
| 10 | 10 | Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC 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 MoRD technical specification clauses 614, 709, 1204.3.7. | 1010 | 90 | nos |
| 11 | 11 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction 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. | 1011 | 480 | Cum |
| 12 | 12 | Road side Pucca Drain. Construction of road side pucca drain with M 10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels & dimentions as per approved design and MoRD technical specificition Clauses 307,1606. Excaveted materials to be used in embankment at site. D. U shaped drain (top clear width 600 mm, bottom clear width 600 mm and clear depth of 600 mm. I. In Ordinary Soil | 1012 | 120 | m |
| 13 | 13 | Construction of unlined surface drains of average cross sectional area 0.4 Sqm in ordinary soil to specified lines, grades levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25m) as per MoRD Technical Specification Clause 307 a) By manual means i) Ordinary soil | 1013 | 1500 | m |
AI Tender Summary
Tender Timeline
Jan 06, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 31, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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