Construction Of Road From Karaikhaiti Bazar To Pathimari Via Khamkheyali Bazar Under Barpeta , Baghbar And Chenga Territorial Road Division Under Sopd-G For The Year 2020-21 , Chenga Lac
Tender Value
Ref. Documents
Estimated cost
Bid Submission
08 Jan 2021
0 days left
EMD
6.40 Lakhs
Bank guarantee accepted
Document Fee
9600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chenga → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Karaikhaiti Bazar To Pathimari Via Khamkheyali Bazar Under Barpeta , Baghbar And Chenga Territorial Road Division Under Sopd-G For The Year 2020-21 , Chenga Lac
BOQ
| Name of Work: Construction of Road from Karaikhaiti Bazar to Pathimari via Khamkheyali Bazar under Barpeta, Baghbar & Chenga Territorial Road Division under SOPD-G for the year 2020-21, Chenga LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.\ni By Manual Means\n(A) In area of non-thorny jungle | BI01010001010000000000000515BI0100001113 | 1.76 | Hect |
| 2 | 2 | Construction 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 Technical Specification Clause 301.5\na) from Private Land | BI01010001010000000000000515BI0100001114 | 18300 | cum |
| 3 | 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1.\n(i) Private Land | BI01010001010000000000000515BI0100001115 | 12060 | cum |
| 4 | 4 | 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.\n(ii) For Grading II Material | BI01010001010000000000000515BI0100001116 | 2065.5 | cum |
| 5 | 5 | WBM Grading 3\nUsing stone screening Type-B 11.2 mm for Gr.III\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\n(A) By Manual Means | BI01010001010000000000000515BI0100001117 | 1147.5 | cum |
| 6 | 6 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (i) With bitumen emulsion-CSS-1h. | BI01010001010000000000000515BI0100001118 | 15300 | sqm |
| 7 | 7 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001119 | 15300 | sqm |
| 8 | 8 | Providing, laying and rolling of open-graded premix carpet of 20mm 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 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 as per Technical Specification Clause 508.\nii Using Cold mix Binder (Tailor made as per IRC:SP:100-2014) | BI01010001010000000000000515BI0100001120 | 15300 | sqm |
| 9 | 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\nA By Manual Means\nCase - III : Type C\ni Bitumen (S-90) | BI01010001010000000000000515BI0100001121 | 15300 | sqm |
| 10 | 10 | Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\n(ii) 60cm equilateral triangle | BI01010001010000000000000515BI0100001122 | 8 | Each |
| 11 | 11 | Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\n(iii) 60cm circular | BI01010001010000000000000515BI0100001123 | 8 | Each |
| 12 | 12 | Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\n(iii) 80cmx60cm rectangular | BI01010001010000000000000515BI0100001124 | 4 | Each |
| 13 | 13 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. | BI01010001010000000000000515BI0100001125 | 790 | sqm |
| 14 | 14 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for one year. | BI01010001010000000000000515BI0100001126 | 1154 | Each |
| 15 | 15 | Single row 1000mm dia HP culvert-\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | BI01010001010000000000000515BI0100001127 | 50.4 | cum |
| 16 | 16 | Bedding of pipe\n(A) Type A (Concrete Cradle) Bedding\ni Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) | BI01010001010000000000000515BI0100001128 | 11.01 | cum |
| 17 | 17 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | BI01010001010000000000000515BI0100001129 | 5.04 | cum |
| 18 | 18 | 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 masonry works in head walls and parapets Clause 1106.\n1000 mm dia | BI01010001010000000000000515BI0100001130 | 22.5 | Rm |
| 19 | 19 | Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications\nA Cement mortar1:3 (1cement :3 sand) | BI01010001010000000000000515BI0100001131 | 48.78 | cum |
| 20 | 20 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications | BI01010001010000000000000515BI0100001132 | 9.09 | cum |
| 21 | 21 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification | BI01010001010000000000000515BI0100001133 | 108.06 | sqm |
AI Tender Summary
Tender Timeline
Dec 24, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 08, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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