Secic Kid 02 Of 2020-21 Improvement To Mahanadi Right Embankment From Sunadei Hill To Similipur Improvement Work To River Embankment
Tender Value
5.89 Crore
Estimated cost
Bid Submission
20 Jun 2020
0 days left
EMD
5.90 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Banki → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Secic Kid 02 Of 2020-21 Improvement To Mahanadi Right Embankment From Sunadei Hill To Similipur Improvement Work To River Embankment
BOQ
| Name of Work : Improvement to Mahanadi Right Embankment from Sunadei Hill to Similipur. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing & grubbing shrub, jungles including uprooting stumps of trees and trees below 1.0 m. girth and thick bushes including bamboo clamps based on pre-measurement disposing the debris away from the work site with all leads, lifts and delifts with cost of all labour, T & P, hiring and running charges of all machineries, cess etc. complete as per direction of Engineer-in-Charge. | 83851 | One hundred Sqm | |
| 2 | 2 | Earth work in suitable type of soil in borrow area, loading into transport vehicle manually or mechanically and transportation of earth by mechanical means, unloading the same over the approved surface of embankment in proper profile with 5.00 Km lead including rough dressing and breaking the clods to maximum 5 cm to 7 cm size including removal of roots, bushes, other deleterious materials from transported earth with all cost, carriage, royalty, loabour welfare cess & laying in layers not exceeding 22.50 cm in depth including hire & running charges of all machineries with all labour and T&P required for the work etc. complete in all respect as per specification and direction of the Engineer-in-Charge. (Measurement to be taken in the finished level section). | 76893 | One Cum | |
| 3 | 3 | Fine dressing of earth work in slope of embankment including filling of earth in rain cuts and slopes with selected earth at contractors own cost and duly compacted and trimmed to the required profile and turfing the surface with compact dub grass sods of rectangular shape of minimum 8.0 cm to 10.00 cm thick with cost, conveyance with all leads, lifts and delifts, cess including mobilisation, demobilisation, supervision charges with cost of all other materials, approach road, diversion road, site illumination including watering the sods till survival of grass with all cost incidental to the work complete as per specifications and the direction of the Engineer-in-Charge. (Measurement will be taken after survival of grass). | 31918 | One Sqm | |
| 4 | 4 | Construction of granular sub-base by providing and laying, spreading and compacting stone aggregates to 150 mm thickness with IRC grade - III materials as per table-404-I to WBM specification including spreading in uniform layers with moter grader on prepared surface mixing by mix place method with rotavater, rolling with VRR in stages to proper grade and camber , applying and brooming using stone screened dust as binding materials to fill up the interstices of coarse aggregates , watering and compacting to the required density at OMC as per clause 404 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads , lifts and delifts including cost ,conveyance, royalty, cess and taxes of all materials etc. including labours and hire charges of T&P materials required for the work, hire and running charges of machineries etc. complete as per specification and direction of the Engineer-in-Charge. | 3873.05 | One Cum | |
| 5 | 5 | Providing and laying , spreading and compacting stone aggregates to 75 mm thickness with IRC grade - II material ( 63 mm to 45 mm ) to WBM specification including spreading in uniform thickness , hand packing , rolling with 3 wheeled steel roller 8-10 tones in stages to to proper grade and camber , applying and brooming using moorum as binding materials to fill up the interstices of coarse aggregates , watering and compacting to the required density as per clause 404 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads , lifts and delifts including cost ,conveyance, royalty, cess including cost of labours ,T&P materials required for the work, hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge. | 1636.5 | One Cum | |
| 6 | 6 | Providing and laying, spreading and compacting stone aggregates to 100 mm thickness with IRC grade - III material (53 mm to 22.4 mm ) as per table-400-I to WBM specification including spreading in uniform thickness , hand packing, rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber, applying and brooming using stone screened dust as binding materials to fill up the interstices of coarse aggregates , watering and compacting to the required density as per clause 401of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads , lifts and delifts including cost ,conveyance, royalty, cess including labours and hire charges of T&P materials required for the work, hire and running charges of machineries and quality control test complete as per specification and direction of the Engineer-in-Charge. | 1636.5 | One Cum | |
| 7 | 7 | Clearing the surface of existing granular base including removal of binding materials and other foreign materials with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminious including all cost of material, labour cess etc complete as per direction of Engineer-in-Charge. | 21820 | One Sqm | |
| 8 | 8 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads , lifts and delifts including cost, conveyance, cess including labours and hire charges of T&P materials required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge. | 21820 | One Sqm | |
| 9 | 9 | Providing and applying tack coat with bituminous emulsion (60/70) penetration grade using the emulsion pressure distributer @ 0.20 Kg per sqm on the prepared bituminous/granular surface cleaned properly with mechanical broom as per clause 503 of MoSRT & H Specification for Road & Bridge work (4th revision) with all leads , lifts and delifts including cost, conveyance,cess including labours and hire charges of T&P materials required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge. | 21820 | One Sqm | |
| 10 | 10 | Providing and laying 50mm thickness bituminous macadam with hot mix plant using specified grading -II, 19mm nominal size hard granite crusher broken chips, premixed with bituminous binder of 60/70 penetration grade of bitumen @ 3.3 % of the weight of the mix, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoSRT & H Specifications for Road & Bridge works (4th Revision) with all leads , lifts and delifts including cost ,conveyance, royalty, cess including labours and hire charges of T&P materials required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge. | 1091 | One Cum | |
| 11 | 11 | Providing and laying 30mm thickness semi dense bituminous concrete with batch type hot mix plant using specified grading-II, 10mm nominal size hard granite crusher broken chips, premixed with bituminous binder of 60/70 penetration grade of bitumen @ 5 % of the weight of the mix, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT & H Specifications for Road & Bridge works (4th Revision) with all leads, lifts and delifts including cost ,conveyance, royalty, cess including labours and hire charges of T&P materials required for the work, hire and running charges of machineries etc. all complete as per specification and direction of the Engineer-in-Charge. | 545.5 | One Cum | |
| 12 | 12 | Collecting & supplying good quality moorum from approved quarry and stacking at work site in regular box heap size (1.50mx1.50mx0.50m) to be measured as 1.0cum and spreading the same on the top of the metalled surface not exceeding 75mm thick including watering & consolidation with PRR up to required density in OMC with all leads, lifts and delifts including cost,conveyance, royalty,cess including hire charges of T&P materials required for the work , hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge. | 818.25 | One cum | |
| 13 | 13 | Removing old revetment and aprons and stacking the useful materials for reuse and removing the debries away from the work site and repacking with old stones with filling the interstices with small stones including all costs of labour, T&P,cess, hire charges of machineries and incidental charges required to complete the work in all respect etc. as per the direction of Engineer-in-Charge. | 1925 | One cum | |
| 14 | 14 | Quarrying, collecting, supplying hard granite stone boulder not less than 0.0025 cum size from approved quarry free from weathered skin surface and other deleterious materials, packing the stones in rip raps and slope protection works in river embankments to required profile in all heights and depths including filling the interstices with small stones, wedging and hammering etc. including fixing wave breakers etc.including cost, conveyance,labour,T and P required for the work, royalty, cess, hire and running charges and transportation of all materials of approved quality with uniform colour and texture with all leads, lifts, delifts handling and re-handling etc. including all other incidental charges required to complete the work as per the specification and direction of the Engineer-in-charge. (Measurement will be taken on finished level sections). | 9347.5 | One cum | |
| 15 | 15 | Earth work in excavation of foundation in all kinds of soil by manual means including levelling and dressing the bed and depositing the excavated earth away from the working area and dewatering including removal of bushes, stumps and any other foreign materials from the working area as well as from the foundatin trenches with all leads, lifts, delifts, cost of labour, T and P, cess complete as per direction of Engineer-in-Charge. (Measurement to be taken on the finished level section). | 1800 | One hundred Cum |
AI Tender Summary
Tender Timeline
Jun 05, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 20, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 22, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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