Tender For Improvement And Maintenance Of Forest Road From Chinnapalamalai To Moolakadu To A Length Ofkm 0/000 - 2/000 In Trichy District.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Jan 2024
0 days left
EMD
85500
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
trichy → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement And Maintenance Of Forest Road From Chinnapalamalai To Moolakadu To A Length Ofkm 0 / 000 - 2 / 000 In Trichy 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 | Earth work excavation in all types of soils for the construction of roadway embankment to the required line, grade, slope and level as per drawings including stacking reusable materials and disposal of unwanted excavated material with a lead of 1 Km and all lift as per Technical Specification clause 301 of MORT&H specifications complete and as directed by Engineer FOR CUTTING |
| 3 | Scarifying the existing BT Surface/WBM upto 50mm deep including all labour charges for levelling and sectioning all other incidental charges etc. complete |
| 4 | 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) |
| 5 | 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 |
| 6 | 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 |
| 7 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503- over Bituminous surfaces |
| 8 | Bituminous Macadam: Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 111, 112, 501, 504 & 900 of MORTH Vth Revision- Grading II (Table 500-7) |
| 9 | Bituminous Concrete (Table500-17): Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects) - Grading-II |
| 10 | Providing and laying of Carted earth 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 for making up low berms. |
| 11 | Providing compaction for berms using the box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms (Labour charges only) |
| 12 | Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position incluidng painting and printingetc., complete (as per MORT&H specification No 804) |
| 13 | Providing RCC M15 grade precast HM stone of standard design as per IRC 8-1980 and fixing in position incluidng painting and printingetc., complete (as per MORT&H specification No 804) |
| 14 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per Sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MORT&H specification No.803 |
| 15 | Providing and erecting direction and place identfication retro-reflectorised sign as per IRC:67 made of high intensity grade sheet vide clause 801.3 fixed over aluminum sheeting, 200 mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with means of M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 |
| 16 | CC Pavement at Km.0/000-0/070 |
| 17 | Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth shales, murram gravel stoney earth and earth mixed with small size bouldersas per SS20B for FOUNDATION OF BODY WALLS |
| 18 | Plain Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF CC PAVEMENT |
| 19 | Plain Cement Concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WEARING COAT OF CC PAVEMENT |
AI Tender Summary
Tender Timeline
Jan 06, 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
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender