Maintenance Of Road From Madhubari J.B. School To Belonia -Srinagar Road Via Samarendraghanj Class Xii School (L=2.390 Km)/Sh:- Gsb, Patch Metalling, Re -Carpetting In/C Construction Of Toe Wall, Pucca Drain And Unlined Surface Drain Etc (Portion From Ch
Tender Value
23.84 Lakhs
Estimated cost
Bid Submission
31 Mar 2020
0 days left
EMD
23841
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Satchand → Tripura
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Maintenance Of Road From Madhubari J.B. School To Belonia -Srinagar Road Via Samarendraghanj Class Xii School ( L=2.390 Km ) / Sh:- Gsb, Patch Metalling, Re -Carpetting In / C Construction Of Toe Wall, Pucca Drain And Unlined Surface Drain Etc ( Portion From Ch 0.00 Km To 1.195 Km ) Gr-I
BOQ
| Name of Work:- Mtc. of road from Madhubari J.B. School to Belonia -Srinagar Road via SamarendraGhanj Class XII School (L=2.390 Km)/SH:- GSB, Patch Metalling, Re -Carpetting in/c Construction of Toe wall, Pucca Drain and unlined Surface drain etc (Portion from Ch 0.00 km to 1.195 Km) Gr-I | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Compacting Original Ground Supporting Subgrade. \nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layer to meet requrement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification clause 303.5.2. | 100101 | 50.45 | cum |
| 2 | 2 | Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick Aggregate\n(A) By Mix in Place Method\nConstruction 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.\n(i) For Grading - I Material (Jhama brick agreegate). | 100102 | 16.816 | cum |
| 3 | 3 | WBM Grading 3 : Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming 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. \n(A) By Manual Means | 100103 | 25.923 | cum |
| 4 | 4 | Prime Coat (i) Low porosity Providing and applying prime 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 Caluses 502. | 100104 | 345.64 | sqm |
| 5 | 5 | Tack Coat: Providing and applying tack coat with bitumen emulsion (RS- 1) using emulsion distributer at the rate of 0.25 to 0.30kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per MoRD Technical Specification Clause 503. | 100105 | 4705.31 | sqm |
| 6 | 6 | 20mm thick open –graded premix carpet using Bituminous (viscocity grade / Modified bitumen) binder.\nProviding, laying and rolling of open –graded carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 plants, 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 clauses 508 \n Case -ii) By Mechanical Means.\nI) Bitumen of VG-30 | 100106 | 4705.31 | sqm |
| 7 | 7 | Seal Coat\nProviding & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using Type A or Type B or Type C or Type D as per MoRD technical specification clauses 510. \nA) By Manual Means.\nCase-iv : Type D ( Premix with fine sand )\nii) Bitumen of VG-30 | 100107 | 4705.31 | sqm |
| 8 | 8 | Surface Drain: Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary soil to specify lines , grades, levels and dimensions. Excavated materials to be used in embankment with a lead upto 3 m and lead upto 3m (average lead 25 m) as per MoRD technical specification 307. \nI) Surface Drains in Ordinary Soil \nA) Manual Means | 100108 | 450 | metre |
| 9 | 9 | Road side Pucca Drain: Construction of road side Pucca drain with M10 (1:3:6 with Jama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD technical specification clause 307, 1606. Excavated materials to be used in enbankment at site (including centering, shuttering etc. but ex/c reinforcement). \nC. Trapezoidal drain ( top clear width 600mm, bottom clear width 300mm and clear depth 600mm) \nI. In ordinary Soil | 100109 | 18 | metre |
| 10 | 10 | Excavation for Structures B Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specification Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & 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 3m depth | 100110 | 11.9 | cum |
| 11 | 11 | Filling in foundation trenches as per drawing & MoRD technical specification clause 305.3.9.1200. \nI) Sand filling | 100111 | 1.4 | cum |
| 12 | 12 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including form work as per drawing & MoRD technical specifications Clauses 802,803, 900,1202 & 1203. (including centring, shuttering, staging etc. but excluding reinforcement). \nI. PCC grade M10 (using jhama brick aggregate) \n(i) Nominal mix 1:3.6 | 100112 | 1.4 | Cum |
| 13 | 13 | Brick masonry work in cement morter in substructure complete excepting pointing & plastering as per drawing & MoRD Technical specification clauses 602, 603,604, 1202 & 1204. \nII. In 1:4 cement morter. | 100113 | 17.892 | cum |
| 14 | 14 | Providing & laying filter media with granular crushed 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. | 100114 | 2.88 | cum |
| 15 | 15 | 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. | 100115 | 5 | metre |
| 16 | 16 | plain cement concrete (using jhama brick aggregate) 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). llI. PCC grade M20 (1: 2 : 4 ) \n(Nominal mix)\ni) Up to 5 m height | 100116 | 0.48 | cum |
| 17 | 17 | Construction of Embankment with material obtained from borrow pits:-Construction of Embankment with material obtained from borrow pits with a lift upto 1.50m transporting to site spreading greading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 100m as per MoRD technical specification Clause 301.5 | 100117 | 150 | Cum |
AI Tender Summary
Tender Timeline
Mar 11, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 31, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 04, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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