Construction Of Naginijan T.E. To Charing Gate Via Naginijan Bop Connecting Road Under Sopd-G For The Year 2021-22, Mariani Lac
Tender Value
2.90 Crore
Estimated cost
Bid Submission
02 Sep 2021
0 days left
EMD
5.81 Lakhs
Bank guarantee accepted
Document Fee
8700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mariani → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Naginijan T.E. To Charing Gate Via Naginijan Bop Connecting Road Under Sopd-G For The Year 2021-22, Mariani Lac
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( including compensation of earth.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) ( a ) From Private Land |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) ( a ) From Private Land |
| 4 | \"Granular Sub-Base with Coarse Graded Material (Table: 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.) ( ii ) For Grading -II Material |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone acreening/binding matrials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specification clause 405G) By Manual Means WBM Grading -III( b) Using Screening Type -B ( 11.2 mm agg.) |
| 6 | ICBPI) Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504. (Including edge block/edge restaints wall.) |
| 7 | Providing and eracting of retro-reflectrorised cautonary , informatory sign as per IRC. 67 made of high density encapsulated lens type reflective sheeting , fixed over alminium sheeting , 2mm thick fixed on an angle iron 25x25x4mm supported on a mild steel angle iron post 75x75x6mm firmly fixed to the groundon foundation with M15 cc 45x45x60mm , 60cm below GL as per approved drawing and sign. (i) 60 cm equilaterial triangle. |
| 8 | Providing and eracting of retro-reflectrorised cautonary , informatory sign as per IRC. 67 made of high density encapsulated lens type reflective sheeting , fixed over alminium sheeting , 2mm thick fixed on an angle iron 25x25x4mm supported on a mild steel angle iron post 75x75x6mm firmly fixed to the groundon foundation with M15 cc 45x45x60mm , 60cm below GL as per approved drawing and sign. (iii) 600mmCircular |
| 9 | Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 10 | RCC M-15 grade Klometer Stone of standard design as per IRC: 8 fixing inposition including painting and printing etc complete as per drawing anf Tech. Sp.Cl: 1703.(ii) Ordinary KM Stone (precast) |
| 11 | RCC M-15 grade Klometer Stone of standard design as per IRC: 8 fixing inposition including painting and printing etc complete as per drawing anf Tech. Sp.Cl: 1703.(iii) 200 M stone (precast) |
| 12 | Planting of trees and their maintenance for one year (planting of trees by the road side (Avenue trees ) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the tranches, watering fixing the tree guard and maintaining the plants for one year. (As per SOR SH & MDR 2018-19). |
| 13 | Culvert WorksExcavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.(B)Mechanical Means(i)Depth upto 3 m |
| 14 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 15 | Bedding of pipe :Bedding Type B (1st class) 0f well compected granular material. |
| 16 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 17 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 |
| 18 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B) 1000 mm dia |
| 19 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
AI Tender Summary
Tender Timeline
Aug 13, 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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