Tender For Thanjavur District - Strengthening And 5 Years Maintenance Of 1 Road Work Package No. 53 In Thiruvaiyaru Block Under Mgsmt 2022-2023
Tender Value
1.20 Crore
Estimated cost
Bid Submission
23 May 2023
0 days left
EMD
1.20 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
thiruvaiyaru → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Thanjavur District - Strengthening And 5 Years Maintenance Of 1 Road Work Package No. 53 In Thiruvaiyaru Block Under Mgsmt 2022-2023
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-May-2023 | Date Corrigendum - Thanjavur District - Strengthening and 5 years maintenance of 1 Road work Package No. 53 in Thiruvaiyaru Block under MGSMT 2022-2023. | Date | 23-May-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Part.1. Strengthening and 5 years maintenance of Keelathrupanthuruthi - Kattukottai roadin KeelathrupanthuruthiPanchayat Km 0/0-1/600. |
| 2 | Clearing and scrub/ light jungle by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth |
| 3 | KM 0/0-1/600 |
| 4 | Picking the existing black top/ WBM surface to 50 MM depthincluding labour, hire charges d plants and all other incidental charges etc. complete as per MOST specification. |
| 5 | KM 0/0-1/0 |
| 6 | KM 1/0-1/600 |
| 7 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A. |
| 8 | KM 0/0-1/0 |
| 9 | KM 1/0-1/600 |
| 10 | Providing & laying gravel soling to compacted thick including cost & conveyance of gravelfrom approved source to work site includinglabour for spreading and compacting by power roller to achieve the required Proctordensityat100% compaction of optimum moisture contentand hire & fuel charges for power roller , watersprinklerand all otherincidental charges such as traffic barricading and providingdanger lights etc., complete. |
| 11 | KM 0/0-1/0 |
| 12 | KM 1/0-1/600 |
| 13 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). |
| 14 | KM 0/0-1/600 |
| 15 | Providing and laying spreading and compacting graded stone aggregate to Wet MixMacadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 16 | KM 0/0-1/0 |
| 17 | KM 1/0-1/600 |
| 18 | Applying PRIMECOAToverWMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. |
| 19 | KM 0/0-1/0 |
| 20 | KM 1/0-1/600 |
| 21 | Applying TACK COAToverPrimed WMM surface at 2.5Kgof RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. |
| 22 | KM 0/0-1/0 |
| 23 | KM 1/0-1/600 |
| 24 | BITUMINOUS MACADAM 50 MM COMPACTED THICKNESS Providing and laying Bituminious MACADAM to 50mm thick using 0.20cum of 26.50 - 13.20mm metal, 0.43cum of 13.20-2.36mm metal, 0.08cum of 2.36mm metal below with 37.00kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause |
| 25 | KM 0/0-1/0 |
| 26 | KM 1/0-1/600 |
| 27 | Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects |
| 28 | KM 0/0-1/0 |
| 29 | KM 1/0-1/600 |
| 30 | Provision for Rumble Strips with Premix bituminous carpet 3x3.00x0.25m etc complete |
| 31 | KM 0/0-1/0 |
| 32 | KM 1/0-1/600 |
| 33 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sq.m area, thickness of 2.5 mm is exclusive of surface apllied 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. |
| 34 | KM 0/0-1/600 |
| 35 | Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete. |
| 36 | Supplying and fixing Kilometer Metre stones including painting and lettering as directed by the departmental officers etc., complete. |
| 37 | Retro-Reflectorised Traflic Signs (with definition board)TypeIV - Providing and erecting of Retro-Reflectorised Cautionary,Mandatory and Informatory signs (with definition board)made out of High IntensityPrismatic Grade Sheetingconfirming to Type-IV standards of IRC-67: 2012 and ASTMD4956-09, specification and fixed over 2mm thick Aluminium sheetfixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supportedonamildsteelanglepost 75X75X6mm with a clearheightofnot less than2. lOmfromthegroundleveltothe bottomofthe signboardand0.60m below ground level. Thesign postshouldbepainted as per IRC67-2012andfirmly fixed tothegroundby means of properlydesignedfoundation with M15grade cementconcrète 45cmX45cmX60cmsizeincluding cost and conveyance ofallmaterials, equipment, Machinery and labourwith allleadsandlifts, loading charges necessaryfor satisfactory completion ofthework as directed by the engineerincharge. High intensity Retro - Reflectrosheetshallconsistof minimumcoefficientof Retro-reflection asper Table6.6 of IRC67-2012. The retro- reflective sheetingshallbecovered under7yearwarrantyissued for fieldperformanceanda certified copyofthreeyearsoutdoorexposurereportshallbeobtainedasperIRC67:2012 (as per MORT&HSpecificationNo.801) |
| 38 | 60 cm equilateral triangle - Sign board |
| 39 | Providing and fixing reflective road studs of \"category A” raised pavement markers made out of polycarbonate/methecrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retroreflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW NH. 33023/10/ 97-DO.III dt. 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on eachside and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 2015 guidelines and MORT&H specification 804 etc., complete |
| 40 | Road Markers/Rond Stud with Lens Reflector |
| 41 | Supplying and fixing Name board and Citizen information board including painting and lettering as directed by the departmental officers etc., complete. |
| 42 | Construction ofPipeculvert at Chainage3m, 367m, 936m, 958m . |
| 43 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 44 | Pipeculvert at Chainage3 m , 367m , 936 m , 958 m . |
| 45 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 46 | Pipeculvert at Chainage3 m , 367m , 936 m , 958 m . |
| 47 | Cementconcrete ofgrade CC 1:4:8 mix using 40mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 48 | Pipeculvert at Chainage3 m , 367m , 936 m , 958 m . |
| 49 | Cementconcrete ofgrade CC 1:3:6 mix using 20mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 50 | Pipeculvert at Chainage3 m , 367m , 936 m , 958 m . |
| 51 | Towards the supplyingof 900 mm dia (inner)NP3RCC Pipes as per standard specifications including cost and conveyance of pipesetc. complete. |
| 52 | Pipeculvert at Chainage3 m , 367m , 936 m , 958 m . |
| 53 | Towards the fixing of 900 mm dia (inner)NP3RCC Pipes as per standard specifications including labour charges for fixing the pipe in position etc. complete. |
| 54 | Pipeculvert at Chainage3 m , 367m , 936 m , 958 m . |
| 55 | Supplying and filling with good gravel including cost and conveyance of gravel from approved sources to worksite and stacking the same to departmental metric gauge for taking premeasurement laying layers of not more than 150mm thick watering and tamping with all leads for soft water and including labour charges and all other incidental charges etc. complete as per standard specification for C.D. works |
| 56 | Pipeculvert at Chainage3 m , 367m , 936 m , 958 m . |
| 57 | Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification. |
| 58 | Pipeculvert at Chainage3 m , 367m , 936 m , 958 m . |
| 59 | Construction of 1.50 m Span RCC slab culvert at Chainage64 m |
| 60 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 61 | RCC slab Culvert at chainage 64 m |
| 62 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 63 | RCC slab Culvert at chainage 64 m |
| 64 | Cementconcrete ofgrade CC 1:4:8 mix using 40mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 65 | RCC slab Culvert at chainage 64 m |
| 66 | Cementconcrete ofgrade CC 1:3:6 mix using 20mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 67 | RCC slab Culvert at chainage 64 m |
| 68 | Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Below Basement) |
| 69 | RCC slab Culvert at chainage 64 m |
| 70 | Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed.(AboveBasement) |
| 71 | RCC slab Culvert at chainage 64 m |
| 72 | Cementconcrete ofgrade CC 1:2:4 mix using 20mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 73 | RCC slab Culvert at chainage 64 m |
| 74 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 75 | RCC slab Culvert at chainage 64 m |
| 76 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor. |
| 77 | RCC slab Culvert at chainage 64 m |
| 78 | Providing and fixing6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab |
| 79 | RCC slab Culvert at chainage 64 m |
| 80 | Providing and fixingTar Paper for bearing Between Bed Block & Deck slab |
| 81 | RCC slab Culvert at chainage 64 m |
| 82 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing |
| 83 | RCC slab Culvert at chainage 64 m |
| 84 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer. |
| 85 | RCC slab Culvert at chainage 64 m |
| 86 | Construction of 6.00m Span RCC slab culvert at Chainage 1408 m |
| 87 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 88 | RCC slab Culvert at chainage 1408m |
| 89 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 90 | RCC slab Culvert at chainage 1408m |
| 91 | Cementconcrete ofgrade CC 1:4:8 mix using 40mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 92 | RCC slab Culvert at chainage 1408m |
| 93 | Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Below Basement) |
| 94 | RCC slab Culvert at chainage 1408m |
| 95 | Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed.(AboveBasement) |
| 96 | RCC slab Culvert at chainage 1408m |
| 97 | Cementconcrete ofgrade CC 1:3:6 mix using 20mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 98 | RCC slab Culvert at chainage 1408m |
| 99 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 100 | RCC slab Culvert at chainage 1408m |
| 101 | Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. |
| 102 | RCC slab Culvert at chainage 1408m |
| 103 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor. |
| 104 | RCC slab Culvert at chainage 1408m |
| 105 | Construction ofPipeculvert at Chainage1556 m |
| 106 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 107 | Pipeculvert at Chainage1556 m |
| 108 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 109 | Pipeculvert at Chainage1556 m |
| 110 | Cementconcrete ofgrade CC 1:4:8 mix using 40mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 111 | Pipeculvert at Chainage1556 m |
| 112 | Cementconcrete ofgrade CC 1:3:6 mix using 20mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 113 | Pipeculvert at Chainage1556 m |
| 114 | Towards the supplyingof 900 mm dia (inner)NP3RCC Pipes as per standard specifications including cost and conveyance of pipesetc. complete. |
| 115 | Pipeculvert at Chainage1556 m |
| 116 | Towards the fixing of 900 mm dia (inner)NP3RCC Pipes as per standard specifications including labour charges for fixing the pipe in position etc. complete. |
| 117 | Pipeculvert at Chainage1556 m |
| 118 | Supplying and filling with good gravel including cost and conveyance of gravel from approved sources to worksite and stacking the same to departmental metric gauge for taking premeasurement laying layers of not more than 150mm thick watering and tamping with all leads for soft water and including labour charges and all other incidental charges etc. complete as per standard specification for C.D. works |
| 119 | Pipeculvert at Chainage1556 m |
| 120 | Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification. |
| 121 | Pipeculvert at Chainage1556 m |
| 122 | Construction ofRetaining wall at Chainage1408 m |
| 123 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 124 | Retaining wall at Chainage1408 m |
| 125 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 126 | Retaining wall at Chainage1408 m |
| 127 | Cementconcrete ofgrade CC 1:4:8 mix using 40mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 128 | Retaining wall at Chainage1408 m |
| 129 | Cementconcrete ofgrade CC 1:3:6 mix using 20mm ISS metal including cost andconveyance of all materials to site and all labour charges for mixing,laying and curing etc completefor 10 cum. |
| 130 | Retaining wall at Chainage1408 m |
| 131 | Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification. |
| 132 | Retaining wall at Chainage1408 m |
| 133 | Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of bermsby refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drainsand CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixingdisplaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP-20:2002 and as directed by the departmental officers except for the constructional defects which has to berectified by the contractor at his own cost. |
| 134 | For the First Year from the date of completion of work |
| 135 | For the Second Year from the date of completion of work |
| 136 | For the Third Year from the date of completion of work |
| 137 | For the Fourth Year from the date of completion of work |
| 138 | For the Fifth Year from the date of completion of work |
| 139 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}. |
AI Tender Summary
Tender Timeline
May 17, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
May 23, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 23, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 23, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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