Mtc. Of Road Starting From Ganganagar Bazar To Kolabari (L-4.50Km) Mtc. Of Road Starting From Ganganagar Bazar To Kolabari (L-4.50Km) During The Year 2021-22/ Sh-Grouting, Patch Metalling, Patch Carpeting, Seal Coat, Cement Concrete Pavement, Gunny Bags
Tender Value
44.05 Lakhs
Estimated cost
Bid Submission
02 Sep 2021
0 days left
EMD
44050
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gandacherra → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Mtc. Of Road Starting From Ganganagar Bazar To Kolabari (L-4.50Km) Mtc. Of Road Starting From Ganganagar Bazar To Kolabari (L-4.50Km) During The Year 2021-22/ Sh-Grouting, Patch Metalling, Patch Carpeting, Seal Coat, Cement Concrete Pavement, Gunny Bags Filling Etc. Ch. From 0.00 Km To 4.50 Km
BOQ
| Sl. No. | Item Description |
| 1 | WBM Grading 3Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin 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.By Manual Means |
| 2 | Tack coat using hot straight run bitumen of Grade VG-30 on WBM.Providing and applying tack coat using hot straight run bitumen of grade VG-30including heating the bitumen, spraying the bitumen cleaning and preparing the existing road surface as per specification On WBM @ 0.75 kg/sqm |
| 3 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface.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 bituminous surface @ 0.50 Kg/Sqm. |
| 4 | 20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in asuitable 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.By Manual MeansBitumen VG-30. |
| 5 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD technical specification Clause 510.Case IV: Type D (premix with fine sand)I Bitumen of VG-30 |
| 6 | Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. |
| 7 | Maintenance of bituminous surface road using Jhama brick aggregate.Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with B.M (using jhama brick aggregate), after applying prime coat at the bottom and tack coat on sides and on bottom and compacting, trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504. |
| 8 | Hill side drain clearance. Removal of earth from the chocked hill side drain and disposing it on the valley sidemanually as per MoRT&H technical specification clause 3000. |
| 9 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9,1200I. Sand Filling |
| 10 | Supplying, fitting & placing TMT bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202 |
| 11 | Cement concrete pavement. Construction of un-reinforced dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joint, admixtures as approved, curing of concrete slabs for 14 days, using curing compound (where specified) and water finishing to lines and grade as per drawing and MoRD technical specification clause 1501. |
| 12 | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Brthua) 65 to 75mm dia and closely packed and driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification clause 1302.5a) Driven at least 900mm below ground and 1200 mm above ground on average. |
| 13 | Road side Pucca Drains. Construction 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)D. U shaped drain (top clear width 600 mm, bottom clear width 600 mm and clear depth of 600 mm)I. In Ordinary Soil |
AI Tender Summary
Tender Timeline
Aug 04, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 02, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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