Tn No 19 2021 22 Hdo Dt 22 01 22 Cridp Cyr Tvm 81 Widening And Improvements Including Reconstruction Of Culverts On Government Roads In Cheyyar Highways C M Sub Division Tvm 81
Tender Value
7.30 Crore
Estimated cost
Bid Submission
07 Mar 2022
0 days left
EMD
3.77 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
cheyyar → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tn No 19 2021 22 Hdo Dt 22 01 22 Cridp Cyr Tvm 81 Widening And Improvements Including Reconstruction Of Culverts On Government Roads In Cheyyar Highways C M Sub Division Tvm 81
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for Roadway and drainageExcavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer,as per MORTH Specification. Box cutting for widening portion. Morth No. 111, 112, 301, 305, 900 |
| 2 | Road A (285.60+2879.67) |
| 3 | Road B |
| 4 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for V Material. as per MORT&H Rev. V specifications |
| 5 | Road A |
| 6 | Road B |
| 7 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for III Material. as per MORT&H Rev. V specifications |
| 8 | Road A |
| 9 | Road B |
| 10 | 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 Optimum Moisture Content in accordance with IS 2720 (part 8) 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) MORTH No.111,112,406,900 |
| 11 | Road A |
| 12 | Road B |
| 13 | 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 502) - over WMM. MORTH No.111,112,406,900 |
| 14 | Road A |
| 15 | Road B |
| 16 | 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 granular surface treated with primer as per clause 503 - over granular surfaces treated with primer. MORTH No.111,112,501,503,900 |
| 17 | Road A |
| 18 | Road B |
| 19 | 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 bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces. MORTH No.111,112,501,503,900 |
| 20 | Road A |
| 21 | Road B |
| 22 | Advance patch work using 45mm IRC size HBG metal for making thepot holesand patching usingVG 10 grade bituminous mix atthe rate of 44 Kg / Cum of chipsatthe site and placed in the pot holes or in patches after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc.,complete.(MORT&H - V Revision No.111,112,501,900,3004 ) |
| 23 | Road A |
| 24 | 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), 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. MORTH No. 111,112,501,505,900 |
| 25 | Road B |
| 26 | Bituminous Macadam (Table - 500-10) - (Providing and laying Bituminous Macadam with Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic Paver Finisherto the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per Clause 505 MORT&H Rev-V) - Grading II. MORTH No.111,112,501,505,900 |
| 27 | Road A |
| 28 | Road B |
| 29 | Dense Bituminous Macadam (Table - 500-10) - (Providing and laying Bituminous Macadam with Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic Paver Finisherto the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per Clause 505 MORT&H Rev-V) - Grading II. MORTH No.111,112,501,505,900 |
| 30 | Road A |
| 31 | Road B |
| 32 | 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-40) 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 MORTH No. 111, 112, 501, 507, 900 |
| 33 | Road A |
| 34 | Road B |
| 35 | Excavation for Roadway and drainageExcavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer,as per MORTH Specification. Using Excess Box Cut Earth for Berms including Compaction by power roller.MORTH No. 111, 112, 301, 305, 900 |
| 36 | Road A |
| 37 | Road B |
| 38 | Earth work Excavation in all classes of soils except hard rock requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges such as bailing out water providing and maintaining necessary coffer dam,sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification No.304 of MORTH for foundation |
| 39 | Road A |
| 40 | Road B |
| 41 | Vibrated cement concrete of M15 grade (nominal mix) using 40 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, hire charges for tools and plants including all other incidental charges, cost and fixing of 160mm dia. duct pipes etc., complete as per relevant standard specification for base course below approach slab. |
| 42 | Road A |
| 43 | Road B |
| 44 | Vibrated cement concrete of M10 grade (nominal mix) using 40 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, hire charges for tools and plants including all other incidental charges, cost and fixing of 160mm dia. duct pipes etc., complete as per relevant standard specification for base course below approach slab. |
| 45 | Road A |
| 46 | Road B |
| 47 | Vibrated Reinforced Cement ConcreteM25 Grade Design mix using Crusher ISS, HBG graded Metalincluding cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting , curing including all incidental charges etc., complete for BASE SLAB, STEM AND BOTTOM SLAB AND TOP SLAB OF BOX CULVERTMORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900 |
| 48 | Road A |
| 49 | Road B |
| 50 | Vibrated Cement ConcreteM-20, Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, 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, etc, complete as per relevant standard specification for BELOW SILL LEVEL. |
| 51 | Road A |
| 52 | Road B |
| 53 | Supply and fabrication of Steel Grade Fe 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification. |
| 54 | Road A |
| 55 | Road B |
| 56 | Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick using25mm IRC, 12mm IRC & 6mm IRC graded metal, including cost and conveyance of all materials to work site including cement at site, including all labour chargesfor mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for potable water, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB. |
| 57 | Road A |
| 58 | Road B |
| 59 | Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. MORTH No. 2900, 900 |
| 60 | Road B |
| 61 | Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906 |
| 62 | Road B |
| 63 | Filling under the box culvert with Stone Dust to required thick below the foundation concrete including cost and conveyance of all material to site form any approved source satisfying the standard and specifications, and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete. MORTH No. 111, 112, 2900 |
| 64 | Road A |
| 65 | Road B |
| 66 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 67 | Basic cost of value put to tender as per estimate |
| 68 | Add GST at 12% |
| 69 | Total Value put to Tender |
| 70 | Quoted value |
| 71 | Final Quoted Value |
| 72 | Add GST at 12% of Final Quoted Value |
| 73 | Total Value of Contract Including 12% of GST |
| 74 | Basic cost of value put to tender as per Estimate |
| 75 | Quoted Rate in Figures (Total Value of Contract Including 12% of GST ) |
AI Tender Summary
Tender Timeline
Feb 03, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 07, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 09, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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