Strengthening, Cd Works And Reconstruction Of Box Culvert In The Government Roads Of Gobichettipalayam (H), C&M Sub Division – (Cbe – 001)A) Strengthening At Km 0/0 - 7/4 Of Nallagoundampalayam-Kurumandur Market Road Including Cd Works B) Reconstruction O
Tender Value
5.66 Crore
Estimated cost
Bid Submission
10 Aug 2023
0 days left
EMD
2.94 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
gobichettipalayam → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Strengthening, Cd Works And Reconstruction Of Box Culvert In The Government Roads Of Gobichettipalayam ( H ) , C&M Sub Division – ( Cbe – 001 ) A ) Strengthening At Km 0 / 0 - 7 / 4 Of Nallagoundampalayam-Kurumandur Market Road Including Cd Works B ) Reconstruction Of Box Culvert At Km 1 / 6 Of Chithode - Arundathiyar Colony Road
BOQ
| Sl. No. | Item Description |
| 1 | Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the Milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers |
| 2 | Road A |
| 3 | 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. |
| 4 | Road A |
| 5 | 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- V Material (Morth No. 111, 112, 401, 900) |
| 6 | Road A |
| 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 - III Material(Morth No. 111, 112, 401, 900) |
| 8 | Road A |
| 9 | 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) |
| 10 | Road A |
| 11 | Road B |
| 12 | 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) |
| 13 | Road A |
| 14 | Road B |
| 15 | 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) |
| 16 | Road A |
| 17 | Road B |
| 18 | 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. (Morth No. 111, 112, 501, 504, 900, 3004) |
| 19 | Road A |
| 20 | 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) |
| 21 | Road A |
| 22 | Road B |
| 23 | 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). (Morth No. 111, 112, 501, 504, 900) |
| 24 | Road A |
| 25 | Road B |
| 26 | 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, 505, 900) |
| 27 | Road A |
| 28 | 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) |
| 29 | Road A |
| 30 | Road B |
| 31 | Excavation including removal and satisfactory disposal of all materias 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 formaking up berms using Carted Earth (Morth No. 111, 112, 301, 305, 900) |
| 32 | Road A |
| 33 | RETAINING WALL |
| 34 | 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, 301, 305, 900) |
| 35 | Road A |
| 36 | Vibrated Cement Concrete M20 grade 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 including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Foundation. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 37 | Road A |
| 38 | Vibrated Cement Concrete M20 grade 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 including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed as per standard specification for Body wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 39 | Road A |
| 40 | Vibrated Cement Concrete 1:2:4 Nominal 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. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 41 | Road A |
| 42 | 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-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900) |
| 43 | Road A |
| 44 | Refilling behind body walls with excavated soilincluding conveyance of all materials to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers including all incidental charges etc., complete(Labour only) (Morth No. 111, 112, 304, 900) |
| 45 | Road A |
| 46 | BOX CULVERT |
| 47 | Dismantling the RR masonry walls, clearing away and carefully stacking materials useful for reuse for any thickness of wallsetc, complete (Morth No. 111, 112, 202) |
| 48 | Road A |
| 49 | Km 2/4,2/10,4/2,4/6,6/2 |
| 50 | Road B |
| 51 | 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 for foundation. (Morth No. 111, 112, 301, 305, 900) |
| 52 | Road A |
| 53 | Km 0/4,0/6,1/6,3/8,4/8 |
| 54 | Km 2/4,2/10,4/2,4/6,6/2 |
| 55 | Road B |
| 56 | Filling under the box culvert with Quarry Dust filling including cost and conveyance of sand 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 for filling under the Box . (Morth No. 111, 112, 304, 900) |
| 57 | Road A |
| 58 | Km 0/4,0/6,1/6,3/8,4/8 |
| 59 | Km 2/4,2/10,4/2,4/6,6/2 |
| 60 | Road B |
| 61 | Vibrated Cement Concrete of grade 1:2:4 (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 BELOW Box Culvert and Wing wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 62 | Road A |
| 63 | Km 0/4,0/6,1/6,3/8,4/8 |
| 64 | Km 2/4,2/10,4/2,4/6,6/2 |
| 65 | Road B |
| 66 | Vibrated Reinforced Cement Concrete [Design Mix] M25 grade using 20 mm & below ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for BOX CULVERT. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900) |
| 67 | Road A |
| 68 | Km 0/4,0/6,1/6,3/8,4/8 |
| 69 | Km 2/4,2/10,4/2,4/6,6/2 |
| 70 | Road B |
| 71 | Supply and fabrication of steel GradeFe 500 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grtlls. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wir. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification. (Morth No. 1000, 1500, 1600, 900) |
| 72 | Road A |
| 73 | Km 0/4,0/6,1/6,3/8,4/8 |
| 74 | Km 2/4,2/10,4/2,4/6,6/2 |
| 75 | Road B |
| 76 | Vibrated Cement Concrete M20 (Nominal Mix) Grade 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 Retaining Wall foundation (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 77 | Road A |
| 78 | Km 0/4,0/6,1/6,3/8,4/8 |
| 79 | Km 2/4,2/10,4/2,4/6,6/2 |
| 80 | Road B |
| 81 | Vibrated Cement Concrete M20 (Nominal Mix) Grade 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 Body Wall (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 82 | Road A |
| 83 | Km 0/4,0/6,1/6,3/8,4/8 |
| 84 | Km 2/4,2/10,4/2,4/6,6/2 |
| 85 | Road B |
| 86 | Vibrated Cement Concrete 1:2:4 (Nominal Mix) Grade 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 Wall. |
| 87 | Road A |
| 88 | Km 0/4,0/6,1/6,3/8,4/8 |
| 89 | Km 2/4,2/10,4/2,4/6,6/2 |
| 90 | Road B |
| 91 | Providing and fixing 110 mm dia PVC seepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 110 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification. (Morth No. 2706, 900) |
| 92 | Road A |
| 93 | Km 0/4,0/6,1/6,3/8,4/8 |
| 94 | Km 2/4,2/10,4/2,4/6,6/2 |
| 95 | Road B |
| 96 | Filling behind the Retaining Wall with excavated soil filling including cost and conveyance of sand 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. (Morth No. 111, 112, 304, 900) |
| 97 | Road A |
| 98 | Km 0/4,0/6,1/6,3/8,4/8 |
| 99 | Km 2/4,2/10,4/2,4/6,6/2 |
| 100 | Road B |
| 101 | Pipe Culvert |
| 102 | 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. (Morth No. 111, 112, 304) |
| 103 | Road A |
| 104 | Vibrated Cement Concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost andformwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Foundation of culverts (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 105 | Road A |
| 106 | Vibrated Cement Concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cement complying to the required standard and specifications including cost andformwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Body wall of culverts. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 107 | Road A |
| 108 | Vibrated Cement Concrete 1:2:4 nominal 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 Cut Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 109 | Road A |
| 110 | Supply of NP 4 class RCC 1000 mm dia. pipes 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 dapartmental officers etc., complete (Morth No. 2900, 900) |
| 111 | Road A |
| 112 | Hoisting and fixing of 1000mm dia pipesproper gradient including all labour charges and all other incidental charges etc., complete (Morth No 2904, 2905, 2906) |
| 113 | Road A |
| 114 | Filling behind body walls with excavated soil including cost and conveyance of of all materials to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers inclusive and all other incidental charges etc., complete for other then sand. (Morth No. 111, 112, 304, 900) |
| 115 | Road A |
| 116 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 117 | Basic cost of value put to tender as per estimate |
| 118 | Add GST at 18% |
| 119 | Total Value put to Tender |
| 120 | Differnce Amount (Excess/less) |
| 121 | Quoted Amount (Basic Rate Only) |
| 122 | Add GST at 18% of Quoted Amount |
| 123 | Total Value of Quoted Amount including 18% of GST |
| 124 | Basic cost of value put to tender as per Estimate |
| 125 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
AI Tender Summary
Tender Timeline
Jul 21, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 10, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 11, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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