Maintenance Of Road From Bishalgarh Ramthakur Ashram To Purba Laxmibill Hs School During Year 2022-23 Sh- Patch Soling, Re-Carpeting And Other Allied Works ( From Ch 0.00 Km To 1.50 Km )
Tender Value
53.22 Lakhs
Estimated cost
Bid Submission
27 Sep 2022
0 days left
EMD
1.06 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bishalgarh → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Maintenance Of Road From Bishalgarh Ramthakur Ashram To Purba Laxmibill Hs School During Year 2022-23 Sh- Patch Soling, Re-Carpeting And Other Allied Works ( From Ch 0.00 Km To 1.50 Km )
BOQ
| Sl. No. | Item Description |
| 1 | i) Flat Brick solingProviding and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 2 | Brick edging laid length wiseProviding and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 3 | Excavation for StructuresWith Dewatering:-Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & 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 |
| 4 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I) Sand filling |
| 5 | 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). I) P.C.C grade M 10 (using jhama brick aggregate). i) Nominal mix 1:3:6 |
| 6 | Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203. II. Brick masonry in 1:4 cement mortar |
| 7 | 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. |
| 8 | Road side Pucca DrainsConstruction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement).(C) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm). I) In Ordinary Soil |
| 9 | Providing concrete for plain/reinforced concrete 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).I) RCC grade M25 |
| 10 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202 |
| 11 | Water Bound Macadam Sub-Base / Base using Jhama Brick AggragateWBM- Grading-3:- Providing, laying, spreading and compacting Jhama Brick aggregates to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel rollar 80 - 100 KN in stages to proper grade and camber, applying and brooming binding materialsto fill up the interstices of course aggregate, watering and compacting to the required density grading - 3 as per MoRDtechnical specification clause 405.(A) By Manual Means |
| 12 | 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 |
| 13 | Providing and applying tack coat with hot straight run Bitumen (VG-30) including heating the bitumen, spraying the bitumen,cleaning and preparing the existing road surface as per specification: On bituminous surface at the rate of 0.50 kg per sqm |
| 14 | 20 mm thick Open-Graded Premix Carpet using Bituminous (viscocity grade/ modified bitumen) Binder: 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 - I: By Manual Means. (I) Bitumen of VG-30 |
| 15 | Seal Coat:- Providing and laying seal coat sealing the voids in a bituminious surface laid to the specified levels, grade and cross fall using Type A, or Type B orType C ortype D asper MoRD Techinical Specification Clause 510. A. By Manual Means. Case IV Type D (Premix with fine sand). 1) Bitumen (60/70 Grade) VG-30 |
| 16 | Repairing pot holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling with jhama chips using bitumen of VG-30 @ 54 kg per m3 of loose volume of jhama brick chips, after applying tack coat of bitumen on sides and bottom @ 0.75 kg/sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engg-in-charge and all as per MoRD technical specification Clause 1900, 502, 503 and 504. |
| 17 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres as per direction of the of the Engineer-in-Charge. |
AI Tender Summary
Tender Timeline
Sep 06, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 27, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 27, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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