maintenance Of Road From Fulchari ( Buddimangal Para ) To Sankar Tilla Via Nitya Roaja Para ( Length 4.00Km ) Sh Missing Soling, Wbm-3, Carpetting, And Unlined Surface Drain Etc. ( Portion From 3.372 Km To 4.00 Km ) During The Year 2022-23.
Tender Value
24.27 Lakhs
Estimated cost
Bid Submission
25 Jul 2022
0 days left
EMD
48541
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
Website
Contact Person
Address
Project Description
maintenance Of Road From Fulchari ( Buddimangal Para ) To Sankar Tilla Via Nitya Roaja Para ( Length 4.00Km ) Sh Missing Soling, Wbm-3, Carpetting, And Unlined Surface Drain Etc. ( Portion From 3.372 Km To 4.00 Km ) During The Year 2022-23.
BOQ
| Sl. No. | Item Description |
| 1 | Flat Brick Soling. Providing and laying flat brick soling layer on prepared subgrade according,filling joints with Earth free from clay with a plasticity index not execeding 6,watering and rolling the same with three whecled road roller 80-100 Km as per MoRD Technical Specifical Clause 412. |
| 2 | Brick egging laid length wise Providing and laying brick edging laid length wise on prepared subgrade according to grades and cross section shown on the drawing, filling joints with sand,watering and rolling the same with three wheeled road roller 80-100KN as per MoRD TechnicalSpecification Clause 412 |
| 3 | WBM grading-3providing laying spreading and compacting jhama brick aggreagates of specific size to water macadam specification including ,spreading in unifrom thickness and hand packing rolling with three wheel roller 80-100 kN stage to proper grade and camber, apply and brooming, binding matarial to fillup the interstices of coarse aggregate, watering and compacting to the requried density grading 3 as per MoRD technical specification clause 405. A)By manual means |
| 4 | Prime Coat(i) Low porosityProviding and applying prime coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and sprayingprimer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRDTechnical Specification Caluses 502. |
| 5 | Tack Coat:(iii) Providing and applying tack coat with bitumen emulsion (RS- 1) using emulsion distributer at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per MoRD Technical Specification Clause 503. |
| 6 | 20mm thick open –graded premix carpet using Bituminous (viscosity grade / Modified bitumen) binder.Providing & laying rolling of open –graded carpet of 20mm thickness composed of 13.2mm to 5.6mm aggt.Either using penetration grade bitumen of emulsion to required line, grade & level to serve as wearing course on a previously prepared base in/c. mixing in a suitable plants, laying & rolling with a three wheel 80-100km static roller capacity, finished to required level & grades to be followed by seal coat of either type A or type B C or type D as per MoRD technical specification clauses 508.Case-I: By manual meansii) Bitumen (60/70 Grade) VG-30 |
| 7 | Seal CoatProviding & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade & cross fall using type A or B type C or D as per MoRD technical specification clauses 510.1) By Manual Means.Case-iv : Type D ( Premix with fine sand )ii) Bitumen (60/70 Garde) VG-30 |
| 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 lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD technical specification 307. (i)Surface Drains in ordinary Soil(A) By Manual Means |
| 9 | Single bamboo palasiding/ walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.50 m apart longitudinal and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specitation Clause 1302.5 (A) Driven at leat 900 mm below ground and 1200 mm above ground on average. |
| 10 | Providing and placing gunny/polythene(of minimum wall thickness of 500 mm micron) bags filled with sand (of minimum qty of 0.034cum ) and properly manually stitched to avoid any leakage of sand as per spcification. |
| 11 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. |
AI Tender Summary
Tender Timeline
Jul 11, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 25, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 25, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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