Construction And Maintenance Of Phura To Vahai Road (0.00Km To 17.00Km)
Tender Value
9.72 Crore
Estimated cost
Bid Submission
05 Dec 2024
0 days left
EMD
9.72 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
saiha → Mizoram
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction and Maintenance of Phura to Vahai Road (0.00km to 17.00km)
BOQ
| Sl. No. | Item Description |
| 1 | Granular Sub-Base with well graded material (Table 400.1)(A) By Mix in Place Method.Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401.(i) For Grading I Material. |
| 2 | Panelled Concrete Pavement(Change of Technology vide NRIDA approval No.NRIDA-P017(24)/12/2016-JD(Tech)(E-351172) of 25.04.2019and MiRRDA approval No. B. 15028/254/2019/PMGSY/EC/PWD/31 of 29.04.2019 ) |
| 3 | Construction of earthen shoulder.Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compavted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1. |
| 4 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. |
| 5 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204II. Course rubble masonry (2nd sort)(i) in cement mortar 1 : 3 |
| 6 | Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1.including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.I. Ordinary soil (upto 3m depth) |
| 7 | Stone masonry work in cement mortar for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1203 |
| 8 | Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 |
| 9 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4I. Random rubble masonry |
| 10 | Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as perdrawing and technical specification clauses 613.4 and 1204 |
| 11 | Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 |
| 12 | Providing and laying parapet with pcc M15 as per drawing and technical specification clause 800 and 1208.4(i) Nominal mix 1:2.5:5(Hand Mixing) |
| 13 | Plastering with cement mortar (1:3) 15mm thick works as perdrawing and technical specification clauses 613.4 and 1204 |
| 14 | Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1.including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.I. Ordinary soil (upto 3m depth) |
| 15 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203.I. Pcc grade M10Nominal mix 1 : 3 : 6 (hand mixing) |
| 16 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204II. Course rubble masonry (2nd sort)(iii) in cement mortar 1 : 5 |
| 17 | Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 |
| 18 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4I. Random rubble masonry |
| 19 | Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as perdrawing and technical specification clauses 613.4 and 1204 |
| 20 | Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11Between parapet walls |
| 21 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. Ordinary soil (upto 3m depth) |
| 22 | Providing cement concrete M10 (1:3:6) in levelling course below open foundation of head wall as per drawing and technical specification clause 1109. using mechanical means as per Technical Specification Clause 502.I. Pcc grade M10Nominal mix 1 : 3 : 6 (hand mixing) |
| 23 | Stone Masonry Work in cement mortar in foundation of head walls complete as per drawing and technical specification Clause 1109(A)in 1:4 cement Mortar |
| 24 | Bedding for pipeType-B (First class) bedding : Laying (First class) bedding of well compacted sand, moorumor approve granular materials as per clause1105 (ii) |
| 25 | Providing and laying RCC Pipe NP3 for Culverton first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work etc.. |
| 26 | Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8I. Granular material |
| 27 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108II. Earth filling |
| 28 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4I. Random rubble masonry |
| 29 | Plastering with cement mortar (1:4) 15mm thick on Brick/Stone works as perdrawing and technical specification clauses 613.4 and 1204 |
| 30 | Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 |
| 31 | Title in formation |
| 32 | Citizen information |
| 33 | AMC for 1st Year |
| 34 | AMC for 2nd Year |
| 35 | AMC for 3rd Year |
| 36 | AMC for 4th Year |
| 37 | AMC for 5th Year |
AI Tender Summary
Tender Timeline
Nov 30, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedDec 05, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 06, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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