Tn No 20 2021 22 Hdo Dt 24 01 22 Cridp Kpd Tvm 102 Widening And Strengthening Providing Junction Improvements And Reconstruction Of Culverts On Government Roads In Katpadi Highways C M Sub Division Tvm 102
Tender Value
8.65 Crore
Estimated cost
Bid Submission
09 Mar 2022
0 days left
EMD
4.44 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
katpadi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tn No 20 2021 22 Hdo Dt 24 01 22 Cridp Kpd Tvm 102 Widening And Strengthening Providing Junction Improvements And Reconstruction Of Culverts On Government Roads In Katpadi Highways C M Sub Division Tvm 102
BOQ
| Sl. No. | Item Description |
| 1 | [Main Estimate]Excavation for (Dense Medium Rock) Roadway and drainage Excavation 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 (SOR 2021-22 Sl.No.43 Item No.72) |
| 2 | Road A |
| 3 | Excavation for Roadway and drainage Excavation 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 |
| 4 | Road A |
| 5 | Road B |
| 6 | Road C |
| 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 401of MORTH Specification- for grading- VMaterial. MORTH No. 111, 112, 401, 900 |
| 8 | Road A |
| 9 | Road B |
| 10 | Road C |
| 11 | 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 401of MORTH Specification- for grading- III Material. MORTH No. 111, 112, 401, 900 |
| 12 | Road A |
| 13 | Road B |
| 14 | Road C |
| 15 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. MORTH No. 111, 112, 501, 504, 900, 3004 |
| 16 | Road A |
| 17 | Road B |
| 18 | Road C |
| 19 | 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 of MORTH Specification. MORTH No. 111,112, 406, 900 |
| 20 | Road A (3219.22 + 245.00) |
| 21 | Road B |
| 22 | Road C |
| 23 | 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 of MORTH Specification over WMM. MORTH No. 111, 112, 501, 502, 900 |
| 24 | Road A |
| 25 | Road A (For Culvert) |
| 26 | Road B |
| 27 | Road C |
| 28 | 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 503 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111,112,501, 503,900 |
| 29 | Road A |
| 30 | Road A (For Culvert) |
| 31 | Road B |
| 32 | Road C |
| 33 | 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. MORTH No. 111,112,501,503,900 |
| 34 | Road A |
| 35 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula 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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I. MORTH No. 111, 112, 501, 505, 900 |
| 36 | Road A (1430.77 + 73.50) |
| 37 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula 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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II. MORTH No. 111, 112, 501, 505, 900 |
| 38 | Road C |
| 39 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula 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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I. MORTH No. 111, 112, 501, 505, 900 |
| 40 | Road B |
| 41 | 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 |
| 42 | Road B |
| 43 | 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 MORTH No. 111, 112, 501, 507, 900 |
| 44 | Road A (715.38 + 42.00) |
| 45 | Road C |
| 46 | Excavation for Roadway and drainage - Excavation 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 |
| 47 | Road A |
| 48 | Road B |
| 49 | Road C |
| 50 | [Sub Estimate - Culvert]Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Plain Cement Concrete. MORTH No. 111, 112, 202 |
| 51 | Road A |
| 52 | Road B |
| 53 | Dismantling, salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORT&H Specification Nos. 111, 112 & 202 - Dismantling Stone / Masonry Cement mortar walls under 3m high. |
| 54 | Road A |
| 55 | Road B |
| 56 | Road C |
| 57 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling RCC Cover Slabs. MORTH No. 111, 112, 202 |
| 58 | Road A |
| 59 | Road C |
| 60 | Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation, back filling, clearing up the site and disposal of all surplus materials, etc., complete as per standard specification MORTH Nos. 111, 112 & 304 - For foundation. |
| 61 | Road A |
| 62 | Road B (105.84 + 57.36 + 85.99) |
| 63 | Road C |
| 64 | Plain cement concrete of grade M10 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course. |
| 65 | Road B (For Pipe Culvert) |
| 66 | Cement Concrete 1:2:4 (M15) Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification. FOR FOUNDATION |
| 67 | Road A |
| 68 | Road B (8.40 + 28.46) |
| 69 | Road C |
| 70 | Vibrated Cement Concrete (M20) Nominal mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification. |
| 71 | Road A |
| 72 | Road B (For Box Culvert) |
| 73 | Road B (For Box Culvert) |
| 74 | Road B (For Pipe Culvert) |
| 75 | Road C |
| 76 | 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 CULVERT MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900 |
| 77 | Road A |
| 78 | Road B |
| 79 | Road B |
| 80 | Road C |
| 81 | Vibrated cement Concrete M30 design mixusing ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing cost of 75mm uniform thickness over deck slab and approach slab. |
| 82 | Road A |
| 83 | Road B (100.11 + 9.76) |
| 84 | Road C |
| 85 | 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 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. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900. |
| 86 | Road A |
| 87 | Road B (9.974 + 1.48) |
| 88 | Road C |
| 89 | 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 |
| 90 | Road A |
| 91 | Road B (22.70 + 6.69 + 22.05) |
| 92 | Road C |
| 93 | 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 |
| 94 | Road B (For Pipe Culvert) |
| 95 | 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 |
| 96 | Road B (For Pipe Culvert) |
| 97 | [Sub Estimate -Centre Median]Construction of Cement concrete Kerb top and bottom width 75 and 150mm respectively 275mm high in M20 grade having 50mm projection beyond kerb stone laid with kerb laying machine, foundation manually, all complete as per clause 408. |
| 98 | Road B |
| 99 | Providing and laying with Gravel for including cost and conveyance of the same to work site form approved quarry including all labour charges for laying spreading leveling, including all hire and fuel charges for all the tools and plants used for this work. (Filling Charges Only). |
| 100 | Road B |
| 101 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 102 | Basic cost of value put to tender as per estimate |
| 103 | Add GST at 12% |
| 104 | Total Value put to Tender |
| 105 | Quoted value |
| 106 | Final Quoted Value |
| 107 | Add GST at 12% of Final Quoted Value |
| 108 | Total Value of Contract Including 12% of GST |
| 109 | Basic cost of value put to tender as per Estimate |
| 110 | Quoted Rate in Figures (Total Value of Contract Including 12% of GST ) |
AI Tender Summary
Tender Timeline
Feb 05, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 09, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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