Tender For Improvement And Maintenance Of Forest Road From Vattakadu To Kakaiyanur To A Length Of Km 0/000 - 1/600 In Erode District.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Jan 2024
0 days left
EMD
74000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
erode → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement And Maintenance Of Forest Road From Vattakadu To Kakaiyanur To A Length Of Km 0 / 000 - 1 / 600 In Erode District.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, 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 1000m including removal and disposal of top organic soild not exceeding 150mm in thickness as per Technical Specification Clause 201. |
| 2 | Wet Mix Macadam (Table:400-13): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 406) |
| 3 | Prime coat: Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 111, 112, 502 & 900 of MORTH Vth Revision- over WMM/ WBM |
| 4 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 111, 112, 503, 900 of MORTH Vth Revision - over granular surfaces treated with primer |
| 5 | Providinglayingandrollingofclosegradedpremixcarpetofcompacted20mmthickness using using 0.0162 cum of13.20-11.20mm,0.1404 cumof 11.2-5.6mm,0.0729 cumof 5.60 2.80mm,0.0405cumof2.80mmandbelow(TypeB)gradedHBGmetalusing19kgofVG30 bitumenfor10sqmincludingpremixingatCMP,conveyancebytipperlorry,layingbypaver finisherandrollingbyVibratoryRollerincludingcostandconveyanceofallmaterials,hire charges of all T&P all labour charges,fuel andand all other incidental charges etc., Complete as per specification using CMP as per clause 508 of MORTH Rev-5 |
| 6 | Providing and laying of Gravel filling for shoulder berms including cost and conveyance of the same to work site, including labour charges for laying and spreading, hire and fuel charges for all T&P employed etc., complete and as directed by the departmental engineers . |
| 7 | Earth work excavating and depositing on bank with an initial lead of 10m and initial lift of 2m in sand,silt or loose soil,wet sand or silt not under water,light black cotton soil,sandy loam and ordinary soil including excavated earth, Hard stiff clay, hard red earth, shales,murram, gravel, stoney earth and earth mixed with small size boulders, soft disintegrated rock,laterite,soft rock or kankar not requiring blasting including clearing,levelling the site etc., complying with standard specification and as directed by the departmental officers (open excavation) |
| 8 | Providing and laying Plain Cement Concrete 1:4:8 (one cement four sandEight metal)broken hard granite course aggregate 40mm size and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strengh specified in the approved drawing and specifications, as per the direction of the engineer in charge of works and complying with technical specifications. |
| 9 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29m height for vertical / sloped surface as detailed below with all cross bracings using mild steel sheets of size 90cm x 60cm and 10BG Stiffened with welded mild steel angle of size (25x25x3)mm laid over silver oak joists of size 10x 6.5cm spaced at about 90cm c/c and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75cm c/c etc.,complte complying with standard specifications and as directed by departmental officers.Scaffolding and centering charges for the structural components is uncluding the cost and conveyance of all materials to the site including all labour charges and incidental charges etc., complete (For below Ground level) |
| 10 | Providing and laying Plain Cement Concrete 1:3:6 (one cement Three M sand six metal)broken hard granite course aggregate 40mm size and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strengh specified in the approved drawing and specifications, as per the direction of the engineer in charge of works and complying with technical specifications. |
AI Tender Summary
Tender Timeline
Jan 09, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJan 18, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 19, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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