Cridp 2021-22 Improvements, Interlocking Paver Block, Construction Of Drains And Protective Works In The Government Roads Of Gudalur H Candm Sub Division - Cbe - 070
Tender Value
5.85 Crore
Estimated cost
Bid Submission
04 Mar 2022
0 days left
EMD
3.03 Lakhs
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
Gudalur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cridp 2021-22 Improvements, Interlocking Paver Block, Construction Of Drains And Protective Works In The Government Roads Of Gudalur H Candm Sub Division - Cbe - 070
BOQ
| Sl. No. | Item Description |
| 1 | Bituminous Macadam Providing and laying bituminous macadam with Mini Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surfaceusing manual labourto 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 504of MORTH Specification - Grading II (Table 500-7) for patch work. |
| 2 | ROAD A |
| 3 | ROAD B |
| 4 | 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 of MORTH Specification - over bituminous surfaces |
| 5 | ROAD A |
| 6 | ROAD B |
| 7 | 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 504of MORTH Specification - Grading II (Table 500-7). |
| 8 | ROAD A |
| 9 | ROAD B |
| 10 | 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 Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects-Grading II |
| 11 | ROAD A |
| 12 | ROAD B |
| 13 | SUB ESTIMATE |
| 14 | Drain |
| 15 | Earth work Excavation of stiff clay soil including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer forBoxing with a lead of 2 Km over inital lead. FOR DRAIN |
| 16 | ROAD A |
| 17 | ROAD B |
| 18 | Cement vibrated Concrete 1:2:4 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting and all other incidental charges etc., complete. BASE COURSE TO DRAIN |
| 19 | ROAD A |
| 20 | ROAD B |
| 21 | Cement Concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting vibrator charges and all other incidental charges etc., complete.WEARING COURSE TO DRAIN. |
| 22 | ROAD A |
| 23 | ROAD B |
| 24 | RETAINING WALLS |
| 25 | Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and liftsall other incidental chargessuch as shoring, strutting, balling out waterand forming protective bunds, wherever necessary etc., completes as per standard specification for Foundation SS20B FOUNDATION OF RETAINING WALLS. (Morth No. 111, 112, 304) |
| 26 | RoadB |
| 27 | VIb Cement Concrete 1:3:6mixusing 40 mm ISSHBG metal including cost and conveyance of all materials to site,Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., completeFor base course forLevelling Course for Retaining wall |
| 28 | Road B |
| 29 | Vibrated cement concrete M20 nominal mix using 40mmISS HBG metal including cost and conveyance of all materials to site includingcement to be procured and supplied by the contractor at site including formwork and centering,soft water,labour charges for mixing,transporting and placing in positionvibrating, compacting, finishing and curinghire charges for tools and plants including all other incidental charges etc., complete as per standard specification for Foundation Retaining wall (Morth No. 1000, 1500, 1700, 2100, 2200) |
| 30 | Road B |
| 31 | Vibrated cement concrete M20 nominal mix using 40mmISS HBG metal including cost and conveyance of all materials to site includingcement to be procured and supplied by the contractor at site including formwork and centering,soft water,labour charges for mixing,transporting and placing in positionvibrating, compacting, finishing and curinghire charges for tools and plants including all other incidental charges etc., complete as per standard specification for Retaining wall body wall (Morth No. 1000, 1500, 1700, 2100, 2200) |
| 32 | Road B |
| 33 | Vibrated Cement Concrete 1:2:4 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet. |
| 34 | Road B |
| 35 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST\"s (Roads Wing) specifications for Roads and Bridges \" Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete. |
| 36 | Road B |
| 37 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. |
| 38 | Road B |
| 39 | Filling behind Retaining wall with Cut Earth including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete. -1 Cum |
| 40 | Road B |
| 41 | PAVER BLOCK |
| 42 | Earth work Excavation of stiff clay soil including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer forBoxing with a lead of 2 Km over inital lead. FOR BOXING |
| 43 | ROAD A |
| 44 | ROAD B |
| 45 | Granular Sub-base with Graded Material (Table:- 400-1) - By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification ) - for grading- V Material |
| 46 | ROAD A |
| 47 | ROAD B |
| 48 | 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 ciurse on well prepared surface and compacting with vibratory roller to achieve the desired density etc., complete (as per clause 406) |
| 49 | ROAD A |
| 50 | ROAD B |
| 51 | Supplying and filling using crushed m sand including cost and conveyance including labour charges for filling inlayers, watering tamping under optimum moisture content to get he maximum density all incidental charges etc., complete |
| 52 | ROAD A |
| 53 | ROAD B |
| 54 | Cement Concrete 1:2:4 nominal mix using 20mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting vibrator charges and all other incidental charges etc., for KERB WALL |
| 55 | ROAD A |
| 56 | ROAD B |
| 57 | Supplying and laying inter locking paver blocks (heavy) of approved design (made of M40) having thickness of 83mmusing 20mm, 12mm ISS metal over the sand filling super embedded and skid texture design the international standard with zig lag design for higher interlocking capacity rate excluding of cost of materials transportation to the side from the factory including all labour charges for laying shifting compacting with power libratory and all taxes etc., complete as per standard specification. |
| 58 | ROAD A |
| 59 | ROAD B |
| 60 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 61 | Basic cost of value put to tender as per estimate |
| 62 | Add GST at 12% |
| 63 | Total Value put to Tender |
| 64 | Differnce Amount (Excess/less) |
| 65 | Quoted Amount (Basic Rate Only) |
| 66 | Add GST at 12% of Quoted Amount |
| 67 | Total Value of Quoted Amount including 12% of GST |
| 68 | Basic cost of value put to tender as per Estimate |
| 69 | Quoted Rate in Figures (Total Value of Quoted Amount Including 12% of GST ) |
AI Tender Summary
Tender Timeline
Feb 01, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 04, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 07, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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