Tender For Thanjavur District - Renewal Bt And 5 Years Maintenance Of 1 Road Work Package No. 40 In Thiruvidaimarudur Block Under Mgsmt 2022-2023.
Tender Value
68.41 Lakhs
Estimated cost
Bid Submission
17 May 2023
0 days left
EMD
68500
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
thiruvidaimarudur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Thanjavur District - Renewal Bt And 5 Years Maintenance Of 1 Road Work Package No. 40 In Thiruvidaimarudur Block Under Mgsmt 2022-2023.
BOQ
| Sl. No. | Item Description |
| 1 | Renewal BT and 5 years maintenance of Karkadeswarar koil Road in Thiruvisanallur Panchayat at Km 0/0-2/110. |
| 2 | Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 in all etc complete. |
| 3 | KM 0/0-2/110 |
| 4 | 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. |
| 5 | KM 0/0-2/110 |
| 6 | Picking the existing BT/ Mettaled surface and sectioning upto 50 mm - 100 mm thick including all labour charges including all labour charges etc,. complete. |
| 7 | KM 1/900-2/110 |
| 8 | 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) - For Widening Portion. |
| 9 | KM 0/0-1/0 |
| 10 | KM 1/0-2/0 |
| 11 | KM 2/0-2/110 |
| 12 | Providing andlaying75 mm compactingthick WBM Gr.II using 1 cum of 75 mm to22.4 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick (the blindage material shall have PI value less than 6%)Including cost and conveyance of all material from approved quarryto worksite and stacking to departmental metric gauge for pre – measurementas directed by the departmental officers includinglabour charges for spreading metal and gravelhand packing to proper camberand grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good waterslurring rollingandconsolidation by powerroller and finishing as per MORT & H 404including hire and fuel charges for power roller and water sprinkler and all other toolsand plants employed there for and all other incidental charges etc.,complete - For Widening Portion. |
| 13 | KM 0/0-1/0 |
| 14 | KM 1/0-2/0 |
| 15 | KM 2/0-2/110 |
| 16 | Providing andlaying75 mm compactingthick WBM Gr.III using 1 cum of 63 mm to11.20 mm IRC metal and 0.24 cum of Gravel for blindage 10 sqm. Of 75 mm compacted thick(the blindage material shall have PI value less than 6%) Including cost and conveyance of all material from approved quarryto worksite and stacking to departmental metric gauge for pre – measurementas directed by the departmental officers includinglabour charges for spreading metal and gravelhand packing to proper camberand grade line blinding with required quantity of gravel forming edge bunds watering with all leads for good waterslurring rollingandconsolidation by powerroller and finishing as per MORT & H 404including hire and fuel charges for power roller and water sprinkler and all other toolsand plants employed there for and all other incidental charges etc.,completefor top layer - For Widening Portion. |
| 17 | KM 0/0-1/0 |
| 18 | KM 1/0-2/0 |
| 19 | KM 2/0-2/110 |
| 20 | Advance patch work for making up the undulation in the existing B.T surface to an average thickness of50mm using 45mm IRC size HBG metal |
| 21 | KM 0/0-1/0 |
| 22 | KM 1/0-1/900 |
| 23 | Advance patch work for making up the undulation in the existing B.T surface to an average thickness of 25mm using 13.20mm IRC size HBG metal |
| 24 | KM 0/0-1/0 |
| 25 | KM 1/0-1/900 |
| 26 | Applying PRIMECOAT over WBM/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete. |
| 27 | KM 0/0-1/0 |
| 28 | KM 1/0-2/0 |
| 29 | KM 2/0-2/110 |
| 30 | 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. complete. |
| 31 | KM 0/0-1/0 |
| 32 | KM 1/0-2/0 |
| 33 | KM 2/0-2/110 |
| 34 | Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. |
| 35 | KM 0/0-1/0 |
| 36 | KM 1/0-1/900 |
| 37 | BITUMINOUS CONCRETE 25 MM Thick (Grade II) Using VG30 Bitumen and Plastic Waste - ProvidingandlayingBituminousConcreteto30/40mmthickusing0.13cumof19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumenand3.02KgsofWastePlasticforpremixingper10sqmincludingcostand conveyanceofallmaterialstoCMPsite,heatingthebitumenandaggregatetorequired temperatureandmixingtheminrequiredtemperatureincentralhotmixplant20-30ton capacity,conveyingthemixbytippertruckstopaversite,spreadingthemixtouniform thicknessof40mmwithmechanicalpavertothespecifiedgradesandcrosssectionsand consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending topavertositeetc.,including hirechargesandfuelchargesfor 20-30tCMPwithbitumen boiler,tippertrucks,PaverFinisher,Vibratoryrollerandallothertoolsandplantrequired, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 38 | KM 0/0-1/0 |
| 39 | KM 1/0-2/0 |
| 40 | KM 2/0-2/110 |
| 41 | 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. |
| 42 | KM 0/0-1/0 |
| 43 | KM 1/0-2/0 |
| 44 | KM 2/0-2/110 |
| 45 | 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. |
| 46 | KM 0/0-2/110 |
| 47 | Supplying and fixing Kilometer Metre stones including painting and lettering as directed by the departmental officers etc., complete. |
| 48 | Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete. |
| 49 | Supplying and fixing Name board and Citizen information board including painting and lettering as directed by the departmental officers etc., complete. |
| 50 | 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) |
| 51 | 60 cm equilateral triangle - Sign board |
| 52 | 60 cm circular - Mantatory Sign board |
| 53 | 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 |
| 54 | Road Markers/Rond Stud with Lens Reflector |
| 55 | Construction of 2.00 m RCC slab culvert at Chainage 400 m - Km 0/0-1/0 |
| 56 | 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. |
| 57 | RCC slab Culvert at chainage 400 m |
| 58 | 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. |
| 59 | RCC slab Culvert at chainage 400 m |
| 60 | 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. |
| 61 | RCC slab Culvert at chainage 400 m |
| 62 | Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Below Basement) |
| 63 | RCC slab Culvert at chainage 400 m |
| 64 | Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed.(AboveBasement) |
| 65 | RCC slab Culvert at chainage 400 m |
| 66 | Cementconcrete ofgrade CC 1:3:6 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. |
| 67 | RCC slab Culvert at chainage 400 m |
| 68 | 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. |
| 69 | RCC slab Culvert at chainage 400 m |
| 70 | 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. |
| 71 | RCC slab Culvert at chainage 400 m |
| 72 | 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. |
| 73 | RCC slab Culvert at chainage 400 m |
| 74 | Construction of 2.00 m RCC slab culvert at Chainage1240 m - Km 1/0-2/0 |
| 75 | 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. |
| 76 | RCC slab Culvert at chainage 1240 m |
| 77 | 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. |
| 78 | RCC slab Culvert at chainage 1240 m |
| 79 | 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. |
| 80 | RCC slab Culvert at chainage 1240 m |
| 81 | Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed. (Below Basement) |
| 82 | RCC slab Culvert at chainage 1240 m |
| 83 | Supply and Erecting Steel Centering including cost and conveyance to worksite and all labour charges etc., completed.(AboveBasement) |
| 84 | RCC slab Culvert at chainage 1240 m |
| 85 | Cementconcrete ofgrade CC 1:3:6 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. |
| 86 | RCC slab Culvert at chainage 1240 m |
| 87 | 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. |
| 88 | RCC slab Culvert at chainage 1240 m |
| 89 | 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. |
| 90 | RCC slab Culvert at chainage 1240 m |
| 91 | 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. |
| 92 | RCC slab Culvert at chainage 1240 m |
| 93 | 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. |
| 94 | For the First Year from the date of completion of work |
| 95 | For the Second Year from the date of completion of work |
| 96 | For the Third Year from the date of completion of work |
| 97 | For the Fourth Year from the date of completion of work |
| 98 | For the Fifth Year from the date of completion of work |
| 99 | 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 04, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 17, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 17, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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