Improvement Of Approach Road To Bogibeel Picnic Spot , Dibrugarh
Tender Value
2.08 Crore
Estimated cost
Bid Submission
05 Feb 2020
0 days left
EMD
4.16 Lakhs
Bank guarantee accepted
Document Fee
6200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dibrugarh → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Approach Road To Bogibeel Picnic Spot , Dibrugarh
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Feb-2020 | Bid Submission Date Extension | Date | 05-Feb-2020 |
BOQ
| Name of Work: Improvement of approach road to Bogibeel Picnic spot in Dibrugarh District under Assam Darshan Scheme for the year 2019-20, Package No-Dib/AD19-20/01 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and Grubbing of road land including up rooting rank vegitation grass, bush, shrubs, sapllags and tress of girth upto 300 mm removal of stumps of trees cut earlier and diposal of unserviceable materials and staking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.. i) By Manual means A. In area of non thorny jungle. | BI01010001010000000000000515BI0100001113 | 1.08 | Hect |
| 2 | 2 | Construction of Embankment with materials obtained from borrowpits, with a lead up to 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 & 300.2 with a lead up to 1000m as per Technical SpecificationClause 301.5. A) From private land | BI01010001010000000000000515BI0100001114 | 6835.94 | Cum |
| 3 | 3 | Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & lead transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 with a lead up to 1000m as per Technical SpecificationClause 303.1. a) From private land | BI01010001010000000000000515BI0100001115 | 1426.84 | Cum |
| 4 | 4 | Construction of Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method:Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material\n\n | BI01010001010000000000000515BI0100001116 | 992.58 | Cum |
| 5 | 5 | WBM Grading-III: 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 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(B) With Grade III Metal\n | BI01010001010000000000000515BI0100001117 | 595.55 | Cum |
| 6 | 6 | Providing and Laying Interlocking concrete block pavement having thickness 80mm as per Technical Specification clause 1504 complete including carriage (a) Including Edge block/Edge restrains | BI01010001010000000000000515BI0100001118 | 8108.63 | Sqm |
| 7 | 7 | Planting of trees and their Maintenance for three years- Planting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decaying farm yard/sludge mannure, planting the saplings, backfilling the trenches, watereing, fixing the tree guatrd and maintenaning the plants for three year | BI01010001010000000000000515BI0100001119 | 200 | Each |
| 8 | 8 | Boundary Pillar-Reinforce Cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25 fixed in position including finishing as per drawing and Technical Specification clause 1704 | BI01010001010000000000000515BI0100001120 | 150 | Each |
| 9 | 9 | Painting two coats including primer coat after filling the surface with synthetic anamel paint in all ahade on new, plasterewr/concrete surface as per drawing and Technical Specification clause 1701 | BI01010001010000000000000515BI0100001121 | 835.02 | Sqm |
| 10 | 10 | Providing and fixing of retro-reflective cautionary, mandatory and informatory sign board as per IRC:67 made of encapsulated lens type reflective sheeting videw clause 1701.2.3 fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600mm, 600 mm below ground level as per approved drawing and Technical Specification clause 1701 | BI01010001010000000000000515BI0100001122 | 1.2 | Sqm |
| 11 | 11 | Semi Reflective Traffic swigns: Providiong and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing clause 1701.2.2 (ii) 600mm equilaterial triangle | BI01010001010000000000000515BI0100001123 | 6 | Each |
| 12 | 12 | (iii) 600mm circular | BI01010001010000000000000515BI0100001124 | 3 | Each |
| 13 | 13 | CC Drain-'Excavation 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. I. Ordinary soil A. Manual means I. Upto 3 m depth | BI01010001010000000000000515BI0100001125 | 414 | Cum |
| 14 | 14 | Sand filling in foundation Trecnches as per Drawing & Technical Specification clause 305.3.9 | BI01010001010000000000000515BI0100001126 | 46 | Cum |
| 15 | 15 | Prividing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203, A) with crushed stonew, (ii) PCC Grade M10(1:3:6) | BI01010001010000000000000515BI0100001127 | 75.9 | Cum |
| 16 | 16 | Prividing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203, A) with crushed stonew, (ii) PCC Grade M15(1:2.5:5) Hand mixing | BI01010001010000000000000515BI0100001128 | 103.5 | Cum |
| 17 | 17 | Backfilling behind abutment wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (ii) Sandy Material | BI01010001010000000000000515BI0100001129 | 414 | Cum |
| 18 | 18 | (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. I. Ordinary soil A. Manual means I. Upto 3 m depth | BI01010001010000000000000515BI0100001130 | 47.58 | Cum |
| 19 | 19 | Prividing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203, A) with crushed stonew, (ii) PCC Grade M10(1:3:6) | BI01010001010000000000000515BI0100001131 | 5.78 | Cum |
| 20 | 20 | Bedding for pipe, Type B (First class) Bedding Laying (First class) bedding on well compacted approved granular material as per clause 1105 (ii)Granular material | BI01010001010000000000000515BI0100001132 | 2.54 | Cum |
| 21 | 21 | Brick masonary work in cement mortar in foundation of head walls cpomplete as per drawing and Technical Specification Clause 1109 (ii) Brick Masonary in 1:4 cement mortar | BI01010001010000000000000515BI0100001133 | 26.82 | Cum |
| 22 | 22 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets clause 1106, 1000mm dia | BI01010001010000000000000515BI0100001134 | 15 | Cum |
| 23 | 23 | Plastering with cement Mortar (1:4) 15mm thick on brickwork in substructure as per Technical Specification clause 613.4 & 1204 | BI01010001010000000000000515BI0100001135 | 4.14 | Sqm |
| 24 | 24 | Routine Maintenance for 1st year | BI01010001010000000000000515BI0100001136 | 2 | Km |
| 25 | 25 | Routine Maintenance for 2nd year | BI01010001010000000000000515BI0100001137 | 2 | Km |
| 26 | 26 | Routine Maintenance for 3rd year | BI01010001010000000000000515BI0100001138 | 2 | Km |
AI Tender Summary
Tender Timeline
Feb 01, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 05, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 06, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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