Construction Of Road From Ouguri To Bengenati Under Sopd-G For The Year 2019-20 .
Tender Value
84.95 Lakhs
Estimated cost
Bid Submission
02 Jun 2020
0 days left
EMD
1.69 Lakhs
Bank guarantee accepted
Document Fee
2300
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kaliabor → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Ouguri To Bengenati Under Sopd-G For The Year 2019-20 .
BOQ
| Name of Work: .Construction of road from Ouguri to Bengenati (Ch.0.00m to 1250.00m) under SOPD-G for the year 2019-20 under Kaliabor & Samaguri Territorial Road Division | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road Works Heading | 1 | ||
| 2 | 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal ------------removal and disposal of top organic soil not exceeding 150 mm in thick ness as per Technical Specification Clause 201\nBy Manual Means: In area of non-thorny jungle | 2 | 0.745 | Hect |
| 3 | 3 | Construction of embankment with approved materials 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 \n By Mechanical Means: Private Land | 3 | 2669.25 | Cum |
| 4 | 4 | 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 1000 m as per Techincal Specification Clause 303.1 \nBy Mechanical Means: Private Land | 4 | 3791 | Cum |
| 5 | 5 | Construction of granular sub-base by prviding local material spreading in uniform layer with motor grader on prepared surface mmixing by mix in place method wiyh rotavator at once and compecting with smooth wheel roller to achieve to achieve the desired density, complete as per Clause 401.4 as per Techincal Specification 408.\nUsing naturally occuring gravel | 5 | 468.75 | Cum |
| 6 | 6 | Water Bound Macadam. grading 2: \n 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, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 A) by Mannual means | 6 | 281.25 | Cum |
| 7 | 7 | Water Bound Macadam.grading 3\n Providing, 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 80-100 kN roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405 \nA) by Mannual means | 7 | 281.25 | Cum |
| 8 | 8 | Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2 -1.50Kg/Sqm using mechanical as per Technical Specification Clause 502. | 8 | 3750 | Sqm |
| 9 | 9 | Providing and applying Tack Coat with bitumen emulsion (RS-i) using emulsion distributor at the rate of 0.25 to 0.30Kg/Sqm on the prepared granular surface treated with primer and cleaned with hydraulic broom as per Technical Specification Clause 503 | 9 | 3750 | Sqm |
| 10 | 10 | Providing ,laying & rolling of open graded premix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to requiredline,grade and level to serve as wearing course on previously prepared base inclusing mixing a suoitable plant ,laying and rolling with three whelled 80-100KN static roller capacity ,finished to required grade and level to be followed by seal coat either type A or type B or type C as per Technical specification Clause 508 By mannual means (i) Bitumen (S-65) | 10 | 3750 | Sqm |
| 11 | 11 | Providing and laying seal coat sealing the voids in the bituminous surface laid to the specified level grade and cross fall using Type A Type B or Type C as per Technical specification Clause 510 by manual means case-III\nType-A (i) Bitumen (S-90) | 11 | 3750 | Sqm |
| 12 | 12 | Construction of Hume Pipe Culvert \nNP-3 600mm dia (single row) (1 No.) | 12 | ||
| 13 | 13 | Excavation for structures\nE/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mt dressing of sides and bottom, back filling in tranches with excavated suitable materials.\n | 13 | 25.95 | Cum |
| 14 | 14 | Providing concrete for plain/ re-inforced concrete in open foundtions complete as per Drawing and technical Specifications clause 802,803,1202 &1203.\n9m-10,NORMINAL Mix 1:3:6) (Hand Mix) | 14 | 4.394 | Cum |
| 15 | 15 | Brick Masonry work in cement mortar\nBrick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203.\nFace wall | 15 | 5.847 | Cum |
| 16 | 16 | Brick Masonry work in cement mortar in sub-structure\nBrick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204\nBrick masonry work in 1:4\n | 16 | 4.233 | Cum |
| 17 | 17 | Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106,600mm dia. | 17 | 7.5 | RM |
| 18 | 18 | Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification.\n | 18 | 28.716 | Sqm |
| 19 | 19 | Planting of Trees and their Maintenance for three 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 tranches , watering ,fixing the tree guard and maintening the plants for three years. | 19 | 144 | Each |
AI Tender Summary
Tender Timeline
May 22, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 02, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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