Brick Soled Road To Be Converted To All Weather Road By Paver Blocks/ Baishnabpur-Bagmara Road To Subal Roaja Para (L= 0.410 Km) From Ch.0.00 Km To Ch.0.200 Km Under Rupaichari Block Inpwd (R&B), Sabroom Division During The Year 2023-24. (Gr-I)
Tender Value
24.23 Lakhs
Estimated cost
Bid Submission
05 Sep 2023
0 days left
EMD
48466
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
Website
Contact Person
Address
Project Description
Brick Soled Road To Be Converted To All Weather Road By Paver Blocks / Baishnabpur-Bagmara Road To Subal Roaja Para ( L= 0.410 Km ) From Ch.0.00 Km To Ch.0.200 Km Under Rupaichari Block Inpwd ( R&B ) , Sabroom Division During The Year 2023-24. ( Gr-I )
BOQ
| Sl. No. | Item Description |
| 1 | Compacting orginal ground supporting Subgrade. Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2. |
| 2 | Construction of sub-grade and Earthen shoulders. Construction of sub-grade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 as per MoRD Technical Specification Clause 303.1 |
| 3 | Labour charge for Breaking of jhama bats/ jhama bricks/1st class bricksBreaking of jhama bats or jhama bricks(including bigger lumps) into metal or chips or aggregates & stacking serviceable materials and unserviceable materials separately as per the direction of Engineer-In -Charge with all lifts and upto a lead of 100 m.ii) required sizes for GSB(53 mm to 0.075 mm) as per MoRD TechnicalSpecification Clause 401. |
| 4 | Charge for construction of granular sub-baseLabour charge for construction of grannular sub-base by providing well graded material (53 mm to 0.075 mm, jhama brick aggregates Grading-I), spreading in uniform layers, mixing by mix in place method with rotavator at OMC, applying & brooming sand to fill up the interstices of coarse aggregate, watering & compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 (excluding the cost of jhama aggregate only). For Grading-I Material |
| 5 | Granular sub-Base with well graded material(using jhama brick aggregate,Grading-I) (Table 400.1) A). By mix in place method. Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , Grading-I as per Table 400.1,spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. For Grading I Material (jhama brick aggregate) |
| 6 | WBM Grading 3 :Providing, laying, spreading and compactingjhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking rolling with three wheel roller 80-100 KN in stage to proper grade and camber, applying and brooming and binding materials to fill up the interstices of coarse aggregate , watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405. (A) By manual means |
| 7 | Excavation for StructuresB.Without 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 |
| 8 | Filling in foundation trenches as per drawing & MORD Technical Specification Clause 305,3.9,1200. I. Sand filling |
| 9 | 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 M 15( Using Jhama Brick Aggregate )Nominal mix 1:2.5:5 |
| 10 | 80mm thick factory made c.c. interlocking paver block of M-35 Grade. Providing and laying factory made chamfered edge cement concrete paver block of requied stregth, thicness & size/shape, made by table vibratory method to attain superior smooth finish using PU or equivalent muolds, laid in required grey colour & pattern over 50mm thick compacted bed of said, compacting and proper embedding/ laying of inter locking paver locks into the sand bedding layer through vibratory compacting by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc all complete as per spcifications & approval/ direction of the Engineer-in-charge. (a) 80mm thick c.c paver block of M-35 grade with approved colour, design and pattern. |
| 11 | Construction of unlined surface drains of average cross-sectional 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.Surface Drains in Ordinary Soil Manual Means |
| 12 | Road side Pucca Drain. Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate ) to specified lines, grades, level and dimension as per approved design MORD Technical Specification Clause 307, 1606. Excavated materials to be used in embankment at site ( including crntering, shuttering,etc. but excluding reinforcement) D) U shaped drain ( top clear width 600mm, bottom clear width 60mm and clear depth of 600mm I. In Ordinary Soil |
AI Tender Summary
Tender Timeline
Aug 22, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 05, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 05, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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